ANNEXURE - I AREA CALCULATION AND BREAK UP OF LAND USAGE

Transcription

1 ANNEXURE - I AREA CALCULATION AND BREAK UP OF LAND USAGE Page 1

2 ANNEXURE - I AREA CALCULATION AND BREAK UP OF LAND USAGE SCOPE OF BUILDING: Residential LAND ACQUIRED: Sqm Survey No.: 88/p-22, Village: Kangashiyali, Tal. Lodhika & Dist. Rajkot. AREA CALCULATION: Particular Area in Sqm Net plot area Required Common plot (10% of total plot area) Provided Common plot Available Net plot area Net Permissible Built up area (30% of NPA) Net Permissible FSI Area (2.0 times of NPA) Proposed Built up area on G.F Proposed FSI Area Balance FSI Area Balance BA Area AREA STATEMENT: BLOCKWISE AND FLOORWISE AREA STATEMENT: Block No. Type Total Built up area Built up area under F.S.I Residential (Plot -I) Block-A 1 BHK Block-B 2&3 BHK Block-C 3 BHK Block-D 3 BHK Block-E 3 BHK Total Residential Common Plot Club house Indoor game & GYM Total Residential Page 2

3 Particular Area, Sqm. Built up Area (Under FSI) Hollow Plinth Area Stair Cabin Area Lift Machine Room + OHWT Lift + Staircase + Lift foyer Total Built-up Area *At Block-F, Indoor games & Gym zone will be provided. LAND USAGE BREAK-UP: Particular Area, Sq.mt % of total area Built up Area on G.F Green belt Area Road Area / Dry way / Others Open Parking Total Plot Area Page 3

4 ANNEXURE - II WATER BALANCE & WASTEWATER MANAGEMENT Page 4

5 ANNEXURE - II WATER BALANCE & WASTEWATER MANAGEMENT DETAILS OF WATER CONSUMPTION AND WASTE WATER GENERATION DURING CONSTRUCTION PHASE: The total water requirement during Construction phase will KL/Day, which will be met through Borewell, while wastewater 8.00 KL/Day will be disposed off into soak pit through septic tank system. Source of Water Supply: Ground Water from Bore Well Break-up of Water Uses and Balance during Construction Phase: Sr. No. 1 Purpose Domestic Water for Labours Water Consumption in KL/Day Waste Water Generation in KL/Day Remarks Water Cons.: 40 LPCD for 250 Workers Wastewater.: 80% of Total Requirement 2 Dust Suppression Losses 3 4 Washing of Construction Equipment Concrete Handling, Mixing and Curing *20% loss on washing; rest will be collected and reused for concrete Handling, mixing & curing after necessary treatment Losses Total Consumption/Generation DETAILS OF WATER CONSUMPTION AND WASTE WATER GENERATION DURING OPERATION PHASE: Total water requirement for the project will be KL/Day during Operational phase, which will be met through Bore well. The details of water requirement and its break-up, source of water and water balance are given in the Table below. Page 5

6 Calculation for Population: Residential Building: Type of Block Category Nos. of Blocks Nos. of Floor Units in each floor Total Nos. of Units Unit Population Total Population Block A 2 BHK Block B 3 BHK BHK Block C 3 BHK Block D 3 BHK Block E 3 BHK Total Population for Residential 1224 Building Type Club house Type of Block Block- F No. of Blocks No. of Floor No. of Flats/ Shop Net Area (FSI Area) Population Category Unit Occupancy (Person per 100 sqm) Total Occup ancy Residential Total Population for Residential 41 Source of Water Supply: Bore well Basis of Calculation for Water Demand during Operational Phase: BASIS OF CALCULATION FOR WATER DEMAND DURING OPERATIONAL PHASE: For Residential Unit Domestic Water Requirement, (LPCD) 75 Unit Flushing Water Requirement, (LPCD) 45 Unit Hot Water Requirement, (LPCD) 15 Total Water Requirement for Residential* 135 For Club House Unit Domestic Water Requirement, (LPCD) 20 Unit Flushing Water Requirement, (LPCD) 25 Total Water Requirement for Club house* 45 Green Belt Water Requirement, Liter per Sqm. 5 Page 6

7 *Source: Manual on water supply and treatment published by Ministry of Urban Development BREAK-UP OF WATER USES AND BALANCE DURING OPERATION PHASE: Sr. No. Purpose Total Quantity Water Consumption in KL/Day Waste Water Generation in KL/Day 1 Residential Nos Remarks 80% of total water requirement 2 Garden & Irrigation Sqm 6.5 Nil -- 3 Total Wastage Lumsum 3.0 Nil -- Total Consumption/Generation Waste Water Disposal: Wastewater KL/Day during operation phase will be treated in sewage treatment plant and the treated water will be taken by agriculture farmer. Figure shows Details of Water Consumption and Wastewater Generation during Operation Phase: Residential KL/Day W/w Generation KL/Day Bore Well Water Supply KL/Day Gardening 6.50 KL/Day Sewage Treatment Plant and Disposed into nearby agricultural land. Wastage 3.00 KL/Day Page 7

8 ANNEXURE III DETAILED PARKING CALCULATION AS PER NBC & GDCR Page 8

9 ANNEXURE III DETAILED PARKING CALCULATION AS PER NBC, IRC & GDCR PARKING REQUIREMENT: CALCULATION OF PARKING REQUIREMENT & PROVISION FOR RESIDENTIAL BUILDING Parking Requirement Type of Block Block A Block B Block C Block D Block E Nos. of Blocks Nos. of Floor Units in each Floor Nos. of Units Built up Area in Sqm As per NBC No. of ECS required for each unit Total Nos. of ECS required No. of ECS required for each unit As per IRC Total Nos. of ECS required Total No. of Units 306 Nos of ECS required As per GDCR FSI area in sqm % of FSI area for Parking space Parking space required in sqm % Parking for Visitors Parking space required in sqm for visitors Total Parking Space required in sqm For Plot Page 9

10 Provision of parking planned for Plot-A Name of Block Types of parking Area Provided in sqm Space required for one ECS in sqm As per NBC Nos. of ECS provided Space required for one ECS in sqm As per IRC Nos. of ECS provided Block A Block B Block C Ground Covered (Hollow plinth) Block D Block E C.O.P Gross Parking Provision Parking Requirement & Provision of Parking for Residential Building as per NBC, IRC & GDCR Plot A : Parking Rules Unit Parking Requirement Actual Parking Provision As per NBC No. of ECS AS per IRC No. of ECS As per GDCR Area in Sqm Note: As per NBC code one parking space for every 100 sq. meter of Built up area (Assume Population In Between 1,000,000 to 5,000,000 : Part -3, Annexure B, Clause: 10.1, Pg.No.41). As per NBC assumed minimum space required for parking. One parking space will be of 23 sqm for Open parking on Ground Floor, 28 sqm for covered parking on Ground Floor & 32 sqm for basement parking. As per IRC code one parking space for every two flats having sq. meter of Built up area, one for every flats having >100 sq. mt of built up area. As per IRC assumed minimum space required for parking. One parking space will be of 2.5 m X 5 m (12.5 sqm). Page 10

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12 ANNEXURE - IV DETAILS OF SOLID WASTE GENERATION & ITS MANAGEMENT Page 12

13 ANNEXURE - IV DETAILS OF SOLID WASTE GENERATION & ITS MANAGEMENT DOMESTIC WASTE: Description Population Unit Solid Waste Generation in Kg/Day/Capita* Total Solid waste Generation, Kgs/Day Residential Total 244 Disposal Composting and use as a manure or Send to nearest Agriculture farmer HORTICULTURE WASTE: Green Belt Area in Sqm Unit Solid Waste Generation in Kg/Day Total Solid waste Generation, Kgs/Day Total 4.00 Disposal Composting and use as a manure or Send to nearest Agriculture farmer Total Solid Waste Generation will be approximate 248 Kgs/Day. *Source: Manual on Solid Waste Management by Central Public Health and Environment Engineering Organisation Page 13

14 ANNEXURE - V GREEN BELT MANAGEMENT PLAN Page 14

15 ANNEXURE - V GREEN BELT MANAGEMENT PLAN Plants grown in such a way so as to function as pollutant sinks are collectively referred as greenbelts. These plants will provide an aesthetic backdrop for persons using the site and for the surrounding community. General principles in greenbelt design considered for this study are: Type of pollution (air, noise, water and land pollution) likely from the activities at the site Agro-climatic zone and sub-zone where the greenbelt is located (and hence the plant species which can be planted in the area) Water quantity and quality available in the area Soil quality in the area Greenbelt is designed to minimize the predicted levels of the possible air and noise pollutants. While designing the scheme the following facilities are considered: Site perimeter and approach road Along the internal roads In and around the office area Too many species have not been mixed within short distances to ease maintenance. The selection of the trees is based on their phenology (thus road side trees should not have leaf fall during summer and rainy seasons when shade is most needed). The selection criteria of the species are based on pollution mitigation capacity (including particulate matter), large leaf surface area, deep root system and less litter fall. Faster growing trees with lighter canopy shall be planted alternatively with relatively slow growing trees with wider canopy. Trees of about 6.0 m height shall be planted at 4.5 m intervals, 2.5 m away from the road curbing. Shade loving ground covers with large yield of biomass and with good soil binding properties shall be planted after the development of the tree canopy. Page 15

16 Planting in two tiers using large/medium size evergreen trees, medium size shrubs and ground covers shall be done along the roads. Thus a combination of trees and shrubs and trees and ground cover are proposed. Trees selected have a clean bole for at least 3 m so that the branches do not obstruct view. The trees have a dense crown so that they can provide good shade and protection from the rain and sun. The root system of the trees selected is neither shallow nor very spreading. Trees selected do not have aerial roots. Please refer Drawing No. 1 for the proposed green belt area. We will provide sq. mt. area as green belt area covered by tree. Below mentioned types of tree will be recommended for the development of Green belt plan: Sr. No. Scientific Name Common Name Nos. of Trees 1 Ashoka Neem Tree Azardirachta indica 70 3 Jambu Syzygium cumini 10 4 Gulmor Garmalo Delonix regia 30 Total 300 Page 16

17 ANNEXURE - VI ENVIRONMENTAL MANAGEMENT PLAN Page 17

18 ANNEXURE - VI ENVIRONMENTAL MANAGEMENT PLAN INTRODUCTION: The EMP study for the proposed project has identified impacts that are likely to arise during different phases of the project. The study has also examined the extent to which the adverse impacts identified can be controlled through the adoption of mitigation measures. The Environment Management Plan describes both generic good practice measures and sitespecific measures, the implementation of which is aimed at mitigating potential impacts associated with the proposed activities. PURPOSE OF EMP: The environment management plan is prepared with a view to facilitate effective environmental management of the project, in general and implementation of the mitigation measures in particular. The EMP provides a delivery mechanism to address potential adverse impacts and to introduce standards of good practice to be adopted for all project works. For each stage of the programme, the EMP lists all the requirements to ensure effective mitigation of every potential. For each impact or operation, which could otherwise give rise to impact, the following information is presented: A comprehensive listing of the mitigation measures (actions) that Setu Corporation will implement; The parameters that will be monitored to ensure effective implementation of the action; The timing for implementation of the action to ensure that the objectives of mitigation are fully met. Sr. No. Potential Impact Operation Phase Action 1 Air Emission Ambient air quality within the premises of the proposed unit to be monitored. Parameters for Monitoring The ambient air quality will conform to the standards as given by SPCB. Timing During Operation phase Page 18

19 Sr. No. Potential Impact Action Exhaust from vehicles to be minimized by use of fuelefficient vehicles and well maintained vehicles having PUC certificate. Vehicle trips to be minimized to the extent possible Generation of vehicular noise 2 Noise No untreated discharge to be made to surface water, groundwater or soil. 3 Waste water Discharge 4 Drainage and effluent management 5 Storm water control 6 Solid waste management Take care in disposal of wastewater generated such that soil and groundwater resources are protected Ensure drainage system and specific design measures are working effectively. Design to incorporate existing drainage pattern and avoid disturbing the same. Effective recharging of the storm waters through harvesting system Proper collection, storage and disposal/reuse of waste, Recovery of recyclable material Parameters for Monitoring Vehicle logs Vehicle logs Maintain record of vehicles No discharge hoses in vicinity of watercourses Discharge norms for effluents Visual inspection of drainage and records thereof Regular use in horticultural activity Timing During Operation phase During Operation phase During Operation phase During Operation phase During Operation phase During operation phase -- Page 19

20 ENVIRONMENT MANAGEMENT CELL: The responsibilities of the various members of the environment management cell are given below: Corporate Environmental Division Assets Manager Site Environmental Coordinator/ supervisor Contractors / Workers/ Helpers / Gardeners ENVIRONMENT MONITORING PLAN: Scope of Monitoring Parameters Monitoring Frequency During Operational Phase Ambient Air Quality PM 2.5, PM 10, NOx & SO 2 Quarterly Noise Noise Level in db(a) Quarterly Page 20

21 ANNEXURE - VII FIRE & SAFETY MANAGEMENT PLAN Page 21

22 ANNEXURE - VII FIRE & SAFETY MANAGEMENT PLAN Fire Fighting System during Operation Phase: As per NBC guidelines the proposed construction project is falling under light Hazards risk and by considering light hazards fire fighting system has been designed. We will provide Fire fighting system as per the NBC guideline, which will be approved by the Chief Officer of fire fighting and Emergency Services, Rajkot. On/Off switches located near the hose reel or hydrant outlet, at each floor for the main Firepump at the underground water tank with adequate capacity to discharge the water up to terrace level will be installed. 2 nos. of staircases of width 1.2 m will be provided in each building satisfying the travel distance of 30 m as per NBC. External fire hydrant system will be provided with direct connection with Water Mains by min. 4 dia if required. Separate fire lift and emergency exits will be provided in all the towers. The riser for the building exceeding 18 meters height will be less than 100 mm internal diameter. The riser will not be connected to the bottom of the terrace tank with a stop valve and a NRV to act as a Down Corner. The wet riser of fire fighting system shall be provided at every floor within lobby approach staircase. The dia of the riser pipe considered is 100 mm of galvanized pipe. Hose Box of 63 mm dia and 30 m length shall be accommodate at every floor of each blocks with branch for each hydrant point on the riser. Fire alarm call point will be installed at each floor with sounder capable of being heard all throughout the building. At every floor of every residential block Fire Extinguisher shall be provided with name of building as mentioned below: Types of Fire Extinguisher Capacity Nos. Total Capacity CO 2 type Extinguisher 4.5 kg kg DCP type Extinguisher 5.0 kg kg Page 22

23 Fighting water shall consist of separate ground storage of lit. Automatic sprinkler system will be provided at ground level. Fire alarm system will also be provided to stop the unnecessary spreading of fire. A suitable telecommunication system for contacting the nearest fire station from the project site will be provided and the direct line with the site manager and managing director will be established. The nearest fire station from the project site is not far away from the project site means require approximate min travel time in case of emergency. First aid emergency kit will be provided at various locations during operation phase in commercial building. Page 23

24 ANNEXURE - VIII GLASSING PROPERTY Page 24

25 ANNEXURE - VIII GLASSING PROPERTY The glass of Saint Gobain make or any repute brand will be used for all the external walls, the features and benefits of the this glass is described here; Highly reflective to long-wave radiation and very good thermal insulator. Gives Solar control & as well as thermal insulation properties. Has neutral appearance due to very low reflection. Has excellent light transmittance resulting in maximizing the entry of daylight in to the building. The specification of the glass are summarized here below; Parameter Double Glazed glass With 6 mm Clear Glass With 6 mm Plantitherm Light Factor Transmission (%) Reflection (%) External 11 9 Internal 11 9 Solar Radiation UV (%) Transmission (%) Reflection (%) Absorbtion (%) Solar Factor, SF Shading Co-efficient, SC ASHRAE Value U value (W/m 2 K) U value-summer (W/m 2 K) U value-winter (W/m 2 K) Relative Heat Gain (W/Sqm) Page 25

26 ANNEXURE X Details of Sewage Treatment Plant (STP) Page 26

27 ANNEXURE X Details of Sewage Treatment Plant (STP) 1. Details of Sewage Treatment Plant (STP) with size of each unit and its location on the plan and its adequacy. Measures proposed to avoid odour nuisance due to STP operation. The total sewage generation during operation phase will KL/Day. For that we will provide adequate Sewage Treatment Plant having capacity of KL/Day within our project site and the details (Size & Capacity) of STP are as under. Details of Sewage Treatment Plant: Sr. No. Name of Units No. Of Units Size (Meter) Length Width Depth Volume, m 3 Hydraulic Retention Time, Hr. 1. Bar Screen Oil & Grease Trap Collection Tank Aeration Tank Secondary Settling Tank Treated Effluent Sump Sludge Sump Membrane Bag Filter X 0.8 SWD Pressure Sand Filter Ø Activated Carbon Filter Ø Softener Ø From the above table, it can be seen that the proposed STP will be adequate to treat and handle the total sewage load during operation phase. The layout plan showing location of STP and Sewage Disposal route is enclosed here as Drawing No. 5. Measures proposed to avoid the Odour Nuisance due to STP during Operation Phase: Sewage Treatment Plant of Latest technology having Biological Treatment will be installed. Proper aerobic condition in STP to control the septic of sewage will be maintained. Proper landscaping and plantation around the periphery of STP area will be provided. The STP will be operated adequately and efficiently to overcome the odour nuisance problem generated during the operation of STP. The STP sludge will be regularly used as manure after composting for greenbelt/ horticulture activity. Page 27

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29 STP Flow Diagram: Page 29

30 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 minimise adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire. Budgetary allocation for EMP: Sr. No. Description Capital Cost (Rs. Lakhs) Recurring Cost Per Annum (Rs. Lakhs) 1. STP Solid Waste Management 3. Green Belt development 4. Rain water harvesting 5. Energy Efficient equipments Total Page 30

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