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COMPREHENSIVE PROJECT REPORT FOR RESIDENTIAL APARTMENT PROJECT

“MEDLEY”

At

Survey No’s. 222, 223, 226 & 227, Kambipura Village, Kengeri Hobli,

Bangalore South Taluk, Bangalore.

Submitted By

M/s. Good Earth Eco Communities Private Limited, Tarana No. 9, 10, & 11, Good Earth Malhar, Survey No. 193, 226 & 227, Kambipura Village,

Kengeri Hobli, Bangalore South Taluk, Bangalore – 560 074.

Submitted to

SEIAA, Karnataka.

ENVIRONMENTAL CONSULTANTS

M/s. SAMRAKSHAN, F- 4, I Floor, Swastik Manandi Arcade,

S. C. Road, Sheshadripuram, Bangalore - 560 020. Phone : 080 23460102

Email: [email protected]

mailto:[email protected]

INDEX

SL. NO

DESCRIPTION PAGE NO.

1 APPLICATION IN FORM I 1-14

2 APPLICATION IN FORM I A 15-25

ANNEXURE TO APPLICATIONS

A COMPREHENSIVE PROJECT REPORT

26 - 30

B WATER REQUIREMENT DETAILS FOR THE PROJECT

31 – 32

C

SEWAGE GENERATION, UTILITY OF TREATED SEWAGE & DESIGN DETAILS OF SEWAGE TREATMENT PLANT

33 - 42

D WATER BALANCE CHART

43

E

WATER REQUIREMENT & SEWAGE DISPOSAL DURING CONSTRUCTION PHASE

44

F

SOLID WASTE GENERATION & MANAGEMENT DETAILS

45 - 46

G (CONSTRUCTION & OPERATION PHASE)

ENVIRONMENTAL MONITORING AND MANAGEMENT PLAN (EMP) FOR

47 – 58

H RAIN WATER MANAGEMENT SCHEME

59 – 60

I DISASTER MANAGEMENT PLAN FOR PRE-CONSTRUCTION PHASE

61

J RISK ASSESSMENT & MANAGEMENT PLAN

62

K TRAFFIC MANAGEMENT MEASURES

63

L

M

N

SAVINGS IN ELECTRICAL POWER CONSUMPTION

SOIL INVESTIGATION REPORT

PROJECT RELATED DRAWINGS/PLANS

64

65

MEDLEY ANNEXURES TO APPLICATION

26

Annexure &

Details to Application in

Form 1 and Form 1A


27

ANNEXURE – A

COMPREHENSIVE PROJECT REPORT

PROJECT AT GLANCE

PROPOSED PROJECT Residential Apartment project with 119 flats.

LOCATION “MEDLEY”

Survey No’s. 222, 223, 226 & 227, Kambipura Village, Kengeri Hobli,

Bangalore South Taluk, Bangalore.

TOTAL PLOT AREA 15,849.48 sq m (3 Acres 36.66 Guntas)

TOTAL BUILT UP AREA 23,785.74 sq m

TOTAL COST OF PROJECT

Rs. 73,00,00,000/-

(Rupees Seventy Three Crores Only)

PROJECT PROFILE The project consisting of 2 Blocks and club house

1) Block 1 consisting of 8 Buildings with configuration as under;

a) 3 Wings consisting of G + 1F

b) 3 Wings consisting of G + 2F

c) 1 Wing consisting of 1B + G + 1F

d) 1 Wing consisting of 2B + G + 2F

2) Block 2 consisting of 2B + G + 4F

CAR PARKING DETAILS 139 cars

WATER SUPPLY The water supply is from Kumbalagodu Grama Panchayat/Bore well

sources.

PROPOSED SANITATION Under Ground Sanitary System Facility for conveying the wastewater to

the Sewage Treatment Plant

SOLID WASTE

MANAGEMENT

Collection & Segregation at source of generation and Organic waste will

be composted through Vermi Composting method and the Inorganic

waste will be sent for recycling.

AIR POLLUTION / NOISE

GENERATION SOURCE

2 X 250 kVA capacity DG sets


28

BACK GROUND OF THE PROPOSED PROJECT:

M/s. Good Earth Eco Communities Pvt. Ltd., Tarana No. 9, 10, & 11, Good Earth Malhar, Survey No. 193,

226 & 227, Kambipura Village, Kengeri Hobli, Bangalore South Taluk, Bangalore – 560 074 intend to

construct Residential Aprtment Building “MEDLEY” at Survey No’s. 222, 223, 226 & 227, Kambipura

Village, Kengeri Hobli, Bangalore South Taluk, Bangalore. The source of water is through Kumbalagudu

Grama Panchayat/Borewell Sources and power is from BESCOM/KPTCL. The project has been designed

in accordance with the regulations/bylaw of Bangalore Development Authority (BDA).

LAND USE FOR THE PROJECT:

Sl

No

Particulars Area

sq m Acres %

1 Total Plot area 15,984.24 3.94 -

2 Road widening (1.5 m for 2015 RMP road widening

and 4.5 m for 2031 RMP road widening)

134.76 0.03 -

3 Total Plot area considered for development 15,849.48 3.91 100

4 Ground Coverage area 6,184.46 1.53 39.02

5 Paved area 4,434.68 1.09 27.98

6 Landscape area 5,230.32 1.29 33.00

COMBINED AREA STATEMENT FOR THE PROJECT:

Sl

no

Floor Built up area in sq m

Block 1 Block 2 Club house

1 Basement 1 3,213.89 - -

2 Basement 2 3,993.30 - 99.82

3 Ground Floor 5,237.31 947.73 -

4 First Floor 4,677.28 925.3 -

5 Second Floor 2,020.54 915.38 -

6 Third Floor - 915.39 -


29

7 Fourth Floor - 839.8 -

TOTAL 19,142.32 4,543.6 99.82

Total built up area of the project = 19,142.32 + 4,543.6 + 99.82

= 23,785.74 sq m

CAR PARKING STATEMENT:

Sl. No. Description Parking spaces

1 Basement 2 72 cars

2 Basement 1 62 cars

TOTAL 139 cars

AIR POLLUTION SOURCES & ITS MANAGEMENT:

The anticipated power required for the project will be augmented from BESCOM which is about 595 kVA.

The primary sources of air pollution from the establishment are from the operation of diesel generator sets,

which are used as an alternative source of power supply during the emergencies of power failure from

KPTCL/BESCOM. The proposed project will be provided with DG set of following capacity and is installed

to serve as an alternative back up source of power supply in the event of break down power supply

BESCOM. The details of capacities & fuel consumption for the DG sets are given below.

Air Pollution Sources for the Proposed Project:

No Stack Details Stack Attached to

Physical Details D.G Set

1 Capacity 2 X 250 kVA capacity DG set

2 Fuel quantity 52.5 L/hr for each DG set of 250 kVA capacity

3 Fuel used Ultra Pure Low Sulphur Content Diesel

4 Stack height Chimneys (Above ground level) of 3 m for each DG sets

5 Stack diameter 500 mm

Emission Details


30

1 Sulphur dioxide 0.01667 g/s for each DG set for 250 kVA

2 Suspended Particulate

Matter (SPM)

0.01667 g/s for each DG set for 250 kVA

3 Oxides of Nitrogen 0.51111 g/s for each DG set for 250 kVA

NOISE GENERATION SOURCES:

Major noise producing sources of the proposed project is expected to be from DG set, Vehicular

movements from and to the proposed project. The DG sets will be provided with acoustic enclosures to

control the noise levels in such a way that the noise levels are within the permissible limits specified for

ambient noise levels. More over the DG set is operated only during the emergencies in power failure.

PROJECTED COST OF THE PROJECT:

The total projected cost of the project is presented as below:

No. Particulars Cost in Rupees

1 Land Cost Rs. 21,54,07,500/- (Sale deed value) Rs. 21,54,07,500/-

2 Construction Cost @ rate of Rs. 2,000/sft Rs. 51,18,69,124/-

TOTAL Rs. 72,72, 67,624/- or say

Rs. 73,00,00,000/-

Rupees Seventy Three Crores Only


31

ANNEXURE: B

SOURCE OF WATER FOR THE PROPOSED PROJECT:

The most important aspect under the water supply scheme is the selection of source of water, which should

be reliable and potable. The source of water supply to the proposed project is through Kumbalagodu

Grama Panchayat/Borewell Sources.

DETAILS OF WATER CONSUMPTION OF THE PROJECT:

The water requirement in the project is for domestic purpose, public uses and firefighting purposes. It

includes the quantity of water required in the houses for drinking, bathing, cooking, washing etc., the

quantity of water required for domestic purposes depends on the habits, social status, climatic conditions

and customs of the people. In India on an average the domestic water consumption under normal

conditions is about 135 litres/capita/day as per NBC, the details of domestic consumption is as follows:

Sl

No

Utility Consumption in Litres Per

Capita Per Day (LPCD)

1 Drinking 5

2 Bathing 55

3 Cooking 5

4 Washing of clothes 10

5 Utensils washing 10

6 Washing of floor 5

7 Flushing of Toilets 45

Total 135

The anticipated water demand is worked out by taking into consideration that the project is fully developed

and occupied. The total domestic water demand of the project is worked based on 135 LPCD of domestic

water requirement details are as under.


32

WATER CONSUMPTION OF THE PROPOSED PROJECT:

No. Water requirement

1.1 No. of flats 119

Total contributing population from the project,

considering 5 person per flat

5 X 119 = 595

1.2 Water requirement for the Residential Apartment by

considering water demand of 135 LPCD

595 X 135

80,325 LPD or say 80 KLD ---- A

1.4 Water requirement for the visitors/club house

(considering 10% of total water requirement)

8 KLD ---- B

TOTAL WATER REQUIRED FOR PROPOSED PROJECT: A + B = 80 + 8

= 88 KLD

WATER DISTRIBUTION SYSTEM:

The water supply scheme to cater to the public and domestic water requirement of the project consists of

sourcing pretreated potable water from Public supply into a common collection facility known as the Raw

Water Sump. The Raw Water Sump will be constructed in RCC. The water from the UG sump will be

distributed to individual houses through Hydro Pneumatic System.


33

ANNEXURE: C

SEWAGE GENERATION AND DISPOSAL SYSTEM:

Wastes of different type such as spent water from bath rooms, water closets/pans, house and street

washings, semi liquid waste of human excreta, dry refuse of house and street sweepings, broken furniture,

crockery etc., are produced daily. If proper arrangement for collection treatment and disposal of all the

wastes produced are not made, unsanitary conditions will develop and it will become impossible for the

public to live. Therefore, it is most essential to collect, treat and dispose all the sanitary waste produced.

Generally, it has been observed that about 80 - 90 % of the water supplied comes out as sewage.

Therefore, the total quantity of wastewater generated from the project is worked out as below.

Water required for the project = 88 KLD

Wastewater generation = 88 X 0.90 = 80 KLD

(Assuming 90% of the water supplied comes out as wastewater)

The domestic wastewater generated from the proposed project will be conveyed to Sewage Treatment

Plant of capacity 90 KLD for treatment and disposal.

TREATED SEWAGE DISPOSAL:

The treated sewage will be disposed as under:

a. Toilet Flushing:

Total contribution population from the proposed project is 595 persons.

Total flushing water requirement @ rate of 45 LPCD

= 595 X 45 = 26,775 L/day or say 27 KLD

b. Gardening:

Treated water used for gardening @ rate of 5 L/sq m/day

Area available for landscape development is 5,230.32 sq m

= 5,230.32 X 5 = 26,151.16 L/day or say 26 KLD

b. 28 KLD of treated sewage will be reused for domestic purpose after providing necessary pre-

treatment.


34

DESIGN DETAILS OF PRPOSED SEWAGE TREATMENT PLANT:

Treatment plant for treating sewage in the campus has been proposed for a capacity of 90 cum/day.

Stream No Qty KL/day Peak flow TSS mg/l TDS mg/l COD mg/l BOD mg/l

1 90 KLD 8 <366 <660 <800 <400

WASTEWATER TREATMENT SYSTEM:

The design concept is as per the annexed flowchart (Refer: Wastewater treatment Process Flow chart -

Figure 2). The wastewater from all the sources is combined and is applied with a treatment appropriate to

it. Total 90 KLD would be treated to tertiary levels at a standard fit for toilet flushing. The discharge effluent

would meet the criteria stipulated by the Karnataka State Pollution Control Board (KSPCB)

DECENTRALIZED WASTEWATER TREATMENT SYSTEM (DTS)

The wastewater stream is conveyed to a DTS unit comprising of a settler integrated with an anaerobic up

flow to secondary module and a tertiary module with a combined retention time (HRT) of 50 hours.

The design detail of T1 is as given in table below:

DESIGN DETAILS OF DTS & TERTIARY

Total waste water –90 KL/day Peak hours – 8

Inlet COD – 800mg/l Inlet BOD – 400 mg/l

Outlet COD-< 100 mg/l Outlet BOD – <20 mg/l

Dimensions of the treatment modules are

Primary Module – (6,3) Length x 2.5 m Width x 1.8 m Depth

Secondary Module – 1 m Length x 4 m Width x 1.8 m Depth – 9 Nos

1.4 m Length x 4 m Width x 1.8 m Depth – 4 Nos

Tertiary Module – Aeration tank = 1.5 m Length x 3 m Width x 1.8 m Depth PSF

1.2 m dia x 0.9 m height

ACF 1.2m dia x 0.9m height & Chlorination 6 lph


35

REUSE OF TREATED WATER

About 90 KLD of treated wastewater undergoes further treatment and polishing through activated carbon

filter and sand filters before being used for toilet flushing and irrigation. Post treatment chlorination is done

to ensure complete disinfection.

The calculations are presented in later sections of this report. The polished water with BOD less than 10

mg/l shall be recycled for toilet flushing and gardening requirement.

Sludge

The DTS system is de-sludge once in 24 months and the digested sludge disposed off through BWSSB.

The annual quantity of sludge accumulation is estimated to about 33 KL. The sludge is harmless and can

be converted to organic compost.

Biogas

The DTS Unit would generate approximately 8 cum of gas per day as a result of the anaerobic treatment.

This would be used to heating purposes.

WASTEWATER TREATMENT FLOW CHART

DTS PROCESS FLOW CHART

S

E

T

T

L

E

WASTEWATER FROM

SOURCE

SETTLER

AERATION TANK & DUAL MEDIA

FILTER (ACF & PSF)

COLLECTION TANK- ONLINE

CHLORINATION


36

WASTEWATER TREATMENT PROCESS FLOW CHART

DECENTRALIZED WASTEWATER TREATMENT SYSTEM (DTS)

DTS water treatment solution is based on the principle of making effective use of natural processes like

gravity, microbiological activity and temperature. This results in a system which can work without wasting

scarce energy resources and needs only minimal maintenance. In fact the system produces energy in form

of methane/biogas. DTS is economically viable compared to conventional wastewater management

solution. DTS enables maximum reuse of the contents of the wastewater (water, nutrients and energy) and

can therefore be considered as a viable option for ecological/sustainable sanitation. The solution is also

designed to meet environmental laws and reduce carbon.

Key attributes of the DTS solution:

Provide treatment for both - domestic and industrial sources are reliable, long lasting and tolerant

towards shock loads and inflow fluctuation

Simple operation and low maintenance


37

The DTS core system generally consists of four treatment steps:

Step 1: Primary treatment and sedimentation

Step 2: Secondary treatment

Step 3: Tertiary treatment in aerobic/anaerobic media filters

The treatment steps are however designed to suit specific reuse requirements

STEP 1: PRIMARY TREATMENT AND SEDIMENTATION

This step is achieved using the biogas settler which can be considered as a gas tight septic tank with low

hydraulic retention times. Two main treatment processes take place in the biogas settler:

The mechanical treatment retains contaminants by sedimentation/flotation, and the wastewater from the

clarified layer flows through the outlet.

Biological treatment through anaerobic microorganisms which partially decompose the organic pollutants.

The digestion process ensures that the accumulated sludge is reduced and stabilized. Storage volume for

sludge is provided for 18 to 24 months, defining the desludging period.

SETTLER

Average reduction of organic content (BOD, COD) is between 25 and 40 % at this stage. The biogas

produced is captured and used as an energy source (direct thermal application or electricity production via

gas-generator).


38

STEP 2: SECONDARY MODULE

Secondary module consist two modules: The first reactor consists of a series of chambers, in which the

wastewater flows up-stream. Activated sludge is located at the bottom of each chamber. The inflowing

effluent is mixed with the sludge and is inoculated with bacterial mass which decompose the Pollutants. At

this stage the BOD reduction rate is 90 %. The pathogen reduction is in the range between 40 – 75 %.

FLUIDIZED BED REACTOR

SECOND REACTOR

The secondary reactor has anaerobic filter which has a similar up-stream flow. Filter materials such as

gravel, rocks or specially formed plastic components are used to provide additional surface area for

bacteria to settle. Non-settleable and dissolved solids are treated by bringing them in close contact with a

surplus of active bacterial mass fixed on filter material. The BOD removal rate at this stage is in the range

of 70-90%. The surplus of activated sludge produced has to be removed in intervals of 1 to 3 years.

FIXED FILM REACTOR


39

SLUDGE GENERATION AND DISPOSAL

Sludge will be produced in the primary and secondary module. The design provides integrated storage

volume for a period of 18 to 24 month.

Disposal: Regular disposal through BWSSB every 18 to 24 months. An onsite processing through the

installation of drying beds attached to the DTS could be an alternative option due to the fact that the sludge

produced will be harmless and rich in plant nutrients.

DESIGN COMPUTATIONS OF DTS TREATMENT MODULES

The characteristics of each wastewater stream are extrapolated based on the data submitted by MEDLEY.

Wastewater Stream Characteristics

Stream No Qty KL/day Peak Flow hrs TSS mg/l TDS mg/l COD mg/l BOD mg/l

1 60 8 <366 <660 <800 <400

DECENTRALIZED TREATMENT SYSTEM FOR WASTEWATER

Treatment scheme:

The wastewater is conveyed to a DTS unit with a hydraulic retention time (HRT) of 34.75 hours

The design parameters assumed are

Total waste water – 90 cum/day

Peak hours – 8

Inlet COD – 800mg/l

Outlet COD < 100 mg/l

Inlet BOD – 400 mg/l

Outlet BOD < 10 mg/l

Primary Module:

Desludging intervals = 12 months

Sludge production rate = 0.00416 l/g BOD

Hydraulic retention time = 4 hours

Corresponding COD removal rate = 32.4%

BOD removal rate = 34.4%

Outlet COD = (1-0.324) x 800


40

= 540.8 mg/l

Outlet BOD = (1-0.344) x 400

= 262.4 mg/l

Secondary Module:

Fluidized Bed Reactor:

Hydraulic retention time = 27 hours

Corresponding COD removal rate = 90%

BOD removal rate = 92%

Outlet COD = (1-0.9) x 540.8

= 54.08 mg/l

Outlet BOD = (1-0.92) X 262.4

= 20.99 mg/l

Fixed Film Reactor:

Hydraulic retention time = 3.75 hours

Corresponding COD removal rate = 42%

BOD removal rate = 44%

Outlet COD = (1-0.42) x 54.08

= 31.36 mg/l <266 mg/l

Outlet BOD = (1-0.44) x 20.99

= 11.75 mg/l <20 mg/l

DESIGN OF TERTIARY TREATMENT

Treated effluent Quality:

Flow : 90 KLD

Outlet COD : 28.22 mg/L

Outlet BOD : 11 mg/L

Operation hours : 8 hours

Expected Parameter after Polishing:

BOD : <10 mg/L

Quality parameters assumed for design of tertiary treatment Assuming factor of safety of 1.5


41

Designed BOD = Expected BOD X FOS

= 11 mg/l X 1.5

= 16.5 mg/L (0.0165 kg/m3)

Designed Flow = 90 KLD

Total BOD flow in aeration tank = Designed BOD x Designed Flow

= 0.0165 X 90

= 1.5 Kg/d

= 0.187 Kg/h (assuming 8 hours aeration)

Oxygen required = 1.8 kg of O2 /Kg of BOD removal

= 1.8 x 0.187

= 0.3366 kg of O2 /hr

Air required = O2 required / (density of Air) x (% of O2 in air by weight) x (α) x (β) x O2 transfer

efficiency at the respective aeration tank depth

= 0.3366/ (1.2 x 0.232 x 0.65 x 0.95 x 0.2)

= 9.7 m3/hr ~ 10 m3/hr

So, blower capacity will be = 10 m3/hr @ 0.35 kg/cm2

Provide one standby additional

Diffuser details:

Diffuser type - Fine bubble tubular diffuser

Adopt Dia 90 mm x 1000 mm long with throughput rate of 10.0 cum

No. of diffusers required = 2 nos.

Aeration Tank:

MLSS = 3000 mg/l

F/M = 0.12

Volume of aeration tank = Flow x BOD/ (F/M x MLSS)

= 90 x 11/ (0.12 x 3000)

= 2.75 cum

Provide 1.5 m (L) x 3 m (W) x 1.8 m (H) = 8 m3


42

Pressure Sand Filter:

Flow = 90 KL/day

Flow rate = 90/10

= 9 KL/ hr

Assuming filtration rate of 10 cum/sqm/hr

Area of filter = 1.13 Sqm

Hence pressure sand filter of 1.2 m dia and height 0.9 m is required.

Activated carbon Filter:

Flow = 90 KL/day

Flow rate = 90/10

= 9 KL/ hr

Assuming filtration rate of 10 cum/sqm/hr

Area of filter = 1.13 Sqm

Activated carbon sand filter of 1.2 m dia and height 0.9 m is required.

Chlorine dosing:

Provide a 6 L/h chlorine dosing pump with a 100 liters dosing tank. Storage tank dilution is 1 in 35.


43

ANNEXURE: D

WATER BALANCE CHART

Recycle for Toilet Flushing

Wastewater generated 80 KLD

Daily water Requirement after recycling

88 – 27 = 61 KLD 33 + 28 = 61 KLD

(Fresh & recycled water)

Total Raw Water demand (Start Up) 88

KLD

Toilet Flushing

27 KLD

STP designed for 90 KLD capacity

27 KLD or say 28 KLD to be recycled

Landscape Development

26 KLD

Water Drawn from Kumbalagodu Grama Panchayat/Borewell @ 55

LPCD = 119X5X55 = 33 KLD

Softener

Ultra-Filtration

UV

Potable water for judicious mixing


44

ANNEXURE: E

WATER REQUIREMENT & SEWAGE DISPOSAL: CONSTRUCTION PHASE

Domestic water requirements during construction phase

Total number of manpower required : 100

Water requirements @ of 100 LPCD : 100 x 100 = 10,000 L/day

Total domestic water requirement : 10 KLD

Wastewater generated: Considering 90% of the water consumed = 10,000 X 0.90 = 9,000 L/day

The wastewater generated from the construction site will be treated in Package of STP of 10 KLD capacity.

The treated sewage will be reused for dust suppression activities.


45

ANNEXURE: F

SOLID WASTE GENERATION & ITS MANAGEMENT

CONSTRUCTION PHASE:

The total manpower : 100

Considering solid waste generation @ 0.25 kg/capita/day

Total solid waste generation : 100 x 0.25 = 25 Kg/day

The domestic wastes will be composted and the product will be used as manure.

OCCUPANCY PHASE:

The wastes that are generated from the day to day activities which are in solid form are categorized as

solid wastes. Solid Wastes include dry refuse of house and street sweepings, crockery, Kitchen Wastes,

electronic wastes. Collection, disposal and management of Solid Wastes are very important to avoid the

nuisance and unhygienic conditions. The quantity of solid waste generated from project is calculated as

under.

No. Solid Waste Generation Details

1 Total no. of occupants considered: 595 persons

Assuming solid waste generation rate as 0.6 kg/person/day

Quantity of Solid Waste Generated = 595 X 0.6 = 357 Kg/day

a) Organic solid waste: 60% of the total waste: 214 Kg/day

b) Inorganic solid waste: 40% of the total waste: 143 Kg/day

The solid wastes generated will be segregated at its point of generation and collected separately in different

color coded Synthetic Bins depending upon the basis of its Bio Degradability at a common designated

point. Organic solid waste will be composted through Vermi Composting method and product will be used

as manure for Landscape development. The inorganic solid waste will be handed over to recyclers.


46

SECONDARY SLUDGE FROM STP:

The solid waste generated from the STP of secondary settling is in the form of stabilized secondary sludge.

Then is passed through the Plate & Frame filter press, the solids obtained as semi solid cakes are used as

organic manure for the development of plantations within the premises. The quantity of secondary sludge

from the secondary settling units of the treatment

* Total capacity: 90 m3/day and sludge: 33 Kgs/Day

HAZARDOUS WASTE:

The Hazardous waste generated from the project is waste oil of about 100 Litres/annum which will be

stored in closed barrels and disposed to KSPCB approved and CPCB register waste oil re-processors.

Authorization will be obtained from KSPCB as per Hazardous & Other Waste (Management &

Transboundary Movement) Rules, 2016.

BIO MEDICAL WASTE:

The Bio Medical Waste generated from the project will be collected and segregated at source based on

their categorization as per the Biomedical Waste (Management and Handling) Rules in containers and will

be disposed as per the guidelines. Common designated place will be earmarked for the storage of bio

medical waste and will be disposed scientifically.

e - WASTE:

The Electronic Waste (e-waste) such as CD’s, Pen drives, computer and its components, used batteries,

etc., from the project will be segregated, collected and stored at a designated place and will be handed

over to authorized recyclers.


47

ANNEXURE – G

ENVIRONMENTAL MANAGEMENT PLAN:

INTRODUCTION:

The Environmental Management Plan (EMP) is aimed at mitigating the possible adverse impact of a project

and ensuring the existing environmental quality. The EMP converse all aspects of planning, construction

and operation of the project relevant to environment. It is essential to implement the EMP right from the

planning stage continuing throughout the construction and operation stage. Therefore the main purpose of

the Environmental Management Plan (EMP) is to identify the project specific activities that would have to

be considered for the significant adverse impacts and the mitigation measures required.

The construction phase impacts are mostly short term, restricted to the plot area and not envisaged on the

larger scale. In the operational phase the environmental impacts are due to continuous operation of the

project, hence, the emphasis in the Environment Management Plan (EMP) is to minimize such impacts.

The following mitigation measures are recommended in order to synchronize the economic development of

the project area with the environmental protection of the region.

The emphasis on the EMP development is on the following;

Mitigation measures for each of the activities causing the environmental impact.

Monitoring plans for checking activities and environmental parameters and monitoring

responsibilities.

Role responsibilities and resource allocation for monitoring; and

Implementation of the Scheduled plan.

Environmental management plan has been discussed in the following sections separately for Construction

phase and Operational phase.

EMP DURING CONSTRUCTION PHASE:

During Construction phase the activities which need to be monitored and managed from the point of

pollution are detailed in the subsequent sections.


48

LEVELLING AND SITE CLEARANCE:

The proposed building is Residential Apartment project with 2 Basement floors and earth excavation is

necessary. The total quantity of excavated soil is about 16,000 cum. About 4,800 cum will be used for

backfilling, about 5,300 cum will be used for landscape development, about 4,400 cum will be used for

paved area and about 1500 cum will be used for formation activities and preparation of soil – cement

blocks (Used for compound wall and construction workers sheds construction).

Basement area = 3993.3 sq m

Basement Height = 6 m

Project site is undulating and level difference considered is 2 m

Therefore, earth excavation necessary is 4 m

Earth excavation required = 3,993.3 X 4

= 15,973.2 cum or say 16,000 cum

Soil reused for landscape development =5,300 cum

(Landscape area 5,230.32 sq m x 1 m filling for landscape development)

Soil reused for backfilling = 30% of excavated soil i.e., 4,800 cum

Soil reused for Paved area = 4,400 cum

(Total paved area in the project is 4,434.68 sq m x 1 m considered as filling height)

About 1500 cum will be used for formation activities and preparation of soil – cement blocks which will be

used for compound wall and labor shed construction.

Environmental Management during Leveling and Site Clearance:

Environmental

Impacts

Mitigation Proposed Remarks

Noise generation:

Caused due to

Excavators and

Bulldozers

Most optimum no. of operation by the heavy equipment.

Selection of equipment with less noise generation.

The earth moving equipment will be periodically checked

and maintained for noise levels. Since the site is more or

less even use of these earth moving equipments may not

be necessary.

The workers will be provided with PPE such as ear plugs.

To reduce

noise level,

Equipment will

be provided

with noise

control

devices.


49

Dust generation:

Leveling operations

results in the

emission of dust.

The site cleared will be periodically watered to reduce dust

emissions.

Barricades like metal sheets will be provided all round the

premises to avoid fugitive dust emission in to the

neighboring area apart from water sprinkling.

The workers will be provided with PPE such as nose

masks and goggles to reduce impact.

Tertiary treated

water will be

used.

TRANSPORTATION OF CONSTRUCTION MATERIALS:

During the Transportation of construction materials, minimum number of vehicles will be used. Most

optimum route is planned to reduce the impact of transportation activity on the environment.

Environmental Management during Transportation

Environmental Impacts Mitigation Proposed

Noise generation

Quality fuel will be used.

Vehicles will be periodically maintained.

Dust generation

Quality packaging of the construction materials.

Construction materials will be covered with tarpaulin sheet to prevent them

from being air borne.

The vehicle speed will be regulated.

The workers transporting materials will be provided with PPE such as nose

masks to reduce impact of air borne dust on their health.

Vehicular emissions Periodic emission check for vehicles will be done.

Clean fuel will be used for vehicles.

CONSTRUCTION ACTIVITIES:

During the construction work, the following impacts are identified to monitor and mitigate the level of

impact.

Environmental Management during Construction

Environmental Impacts Mitigation Proposed Remarks

Noise generation Less noise generating equipment. Implementation


50

Personnel Protective Equipment (PPE) such as ear

plugs and helmets will be provided for workers.

The working hours will be imposed on the

construction workers.

responsibility:

Contractor - Civil

Works

Dust generation PPE in the form of nose masks will be provided for

construction workers.

Use of water sprays to prevent dust from being air

borne.

Barricades like metal sheets will be provided all

around the premises to avoid fugitive dust emission

in to the neighboring area apart from water

sprinkling.

Implementation

responsibility:

Contractor

Water discharge

(construction works)

Sewage generated will be treated in package STP. Implementation

responsibility:

Contractor

Air Emissions from

Construction

machinery

Periodic check and regular maintenance of

construction machinery for emissions will be done.

Clean fuel will be used in equipments.

Implementation

responsibility:

Contractor

WASTEWATER DISCHARGE:

The sewage generated from the labors during construction is estimated to be about 10 KLD. The sewage

will be treated in package STP.

LABOUR CAMPS:

Environmental Management for Labor Camp:

Environmental Impacts Mitigation Proposed Remarks

Wastewater generation Provision of adequate sanitation facilities.

Responsibility:

Contractor

Usage of water Water for labor camps will be supplied in required Responsibility:


51

quantities. Contractor

Solid waste generation Segregation of Dry Waste and Wet Waste.

Adequate facilities to handle solid wastes will be

composted through Vermi Composting method.

Implementation

responsibility:

Contractor –

maintenance.

DISPOSAL OF EXCAVATED EARTH:

The proposed building is Residential Apartment project with 2 Basement floors and earth excavation is

necessary. The total quantity of excavated soil is about 16,000 cum. About 4,800 cum will be used for

backfilling, about 5,300 cum will be used for landscape development, about 4,400 cum will be used for

paved area and about 1500 cum will be used for formation activities and preparation of soil – cement

blocks (Used for compound wall and construction workers sheds construction).

PERSONNEL SAFETY SYSTEM:

It is planned to adopt the safe working practices which shall govern all construction works undertaken

throughout the project. Following Safety Aids to all laborers will be provided:

Safety Helmets, Safety Belts, Safety Shoes, Hand gloves.

Gumboots while concreting.

Safety Goggles while welding/ Stone dressing etc.,

Facemasks and full body kit while Pest control.

Implementation of Safety procedures such as:

• Using proper lifting techniques.

• Using Safe Scaffolds.

• Hot work permits for Fabrication and Welding.


52

FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS

(CONSTRUCTION ASPECTS)

Sl.

No.

Description Financial Provision in Rs.

Capital Cost Recurring Cost

1 Environmental Management Plan construction phase:

Tertiary treated water for

• Sprinkling to control fugitive dusts

• Construction & curing purposes

• Flushing

1,00,000

1,00,000

50,000

50,000

50,000

25,000

2 Potable water requirement for the construction workers 50,000 25,000

3 Sewage Treatment Plant 30,00,000 -

4 Maintenance of Vehicles and equipments - 1,00,000

5 Top Soil Conservation 1,00,000 -

6 Temporary Storm Water Drains 3,00,000 1,00,000

7 Personal protection safety gadgets and health care 50,000 25,000

8 First aid facilities for workers 50,000 25,000

9 Plantation of Saplings 1,00,000 1,00,000

10 Environmental Monitoring Plan (Air, Noise, Water and Soil). - 50,000

11 TOTAL 39,00,000 5,50,000

Contingency at 10 % 3,90,000 55,000

TOTAL 42,90,000 6,05,000

EMP DURING OPERATION PHASE:

Following are the identified operational phase activities in the impact assessment, which may have impact

on the environment.

1. Air quality

2. Water quality

3. Noise quality

4. Solid waste disposal

5. Green belt development

6. Storm water Management


53

AIR QUALITY MANAGEMENT:

The pollutants envisaged from the project are SPM, SO2, NOx, HC and CO mainly due to burning of liquid

fuel (HSD) in DG. Exhaust from DG set will be emitted from stack of adequate height for dispersion of

gaseous pollutants. The following Table presents the EMP for air quality management during operation

phase.

Air Quality Management during Operation Phase


DG set Equipment selected will ensure the exhaust emission standard as

prescribed as per the latest amendments from the MoEF.

DG will be used as stand-by unit

Periodic check and maintenance

Ambient air quality Ambient air quality monitoring as per the prescribed norms at regular

interval.

WATER QUALITY MANAGEMENT:

Water requirement of project will be met through Kumbalagodu Grama Panchayat/Bore well Sources.

Details of water requirement and Water balance is presented in Annexure B & D respectively.

The sewage generated from the proposed building will be treated in STP. Treated water will be reused for

flushing, gardening etc., and the following Table presents the EMP for water quality.

Water Quality Management during Operation Phase

Environmental impacts Mitigation Proposed

Wastewater Sewage will be treated in Sewage treatment plant to produce tertiary treated

water which will be reused for secondary purposes such as flushing

landscaping development, irrigation etc.,

Water conservation measures will be encouraged

NOISE MANAGEMENT:

High noise generating units such as DG set will be provided with acoustic enclosures. Green belt on the

project boundary will further act as noise barrier and helps in attenuation of noise. The Table presents the

EMP for noise level.


54

Noise Management during Operation Phase


Noise from DG set area Acoustic enclosures will be provided for DG set.

DG set will be installed in an area (utility section) where the access will

be restricted.

The use of PPE (ear plugs) will be mandatory in this area.

Selection of equipment to ensure that the residual noise level of < 55

dB(A)

Noise levels will be checked periodically using a noise pressure level

meter.

SOLID WASTE MANAGEMENT:

The solid wastes generated during operation phase can be categorized under

Three types: Domestic/Residential Waste

Wet Garbage: Food waste, Lawn mowing wastes etc.

Dry Garbage: Paper, Plastic, Bottles, etc.

Sludge from Sewage Treatment Plant (STP)

The solid waste generated and its management is detailed in Annexure – F.

The various mitigation measures to be adopted during collection and disposal of wastes are as follows:

It is preferable that the container and bins used for collection of waste should be of closed type and

waste is not exposed thus possibility of spreading of disease through flies and mosquitoes is

minimized.

Collection system should be properly supervised so that quick and regular removal of waste from

the dustbin is practiced.

Door to door collection shall be done in each building to collect the solid wastes.

STORM WATER MANAGEMENT:

As the project location is blessed with fairly good rainfall, it is planned to collect the storm water at different

gradients of the location. There will be rainfall runoff from building roof-tops, roads and pavements and

greenbelt area. Necessary provision will be made to collect the quantity of rainfall runoff during the most


55

rainy day of season. Necessary rain harvesting pit/recharge pit at every 30 m centre to centre have been

envisaged. 32 recharge pits are proposed in the project. A storm water drain with 600mm wide with RCC

precast perforated cover and 1800 mm dia RCC precast Ring soak pit will be provided around the

periphery of property and designed as per building by-law (schedule 12). The details of the rain water

harvesting facilities can be interpreted in the layout plan.

LANDSCAPE DEVELOPMENT:

About 200 trees of native indigenous species will be proposed to be planted at site.

Sl

No

Proposed Trees Numbers

Botanical Name Common Name

1 Magnolia champaka Sampige Tree 56

2 Azadirachta indica Neem Tree

3 Bambusa balcooa Indian bambo Tree

4 Mangifera indica Mango Tree

5 Cassia fistula Christmas Tree 62

6 Delonix regia Ornamental Tree

7 Bombax malbaricum Cotton Tree

8 Butea monosperma Bastard teak Tree 82

9 Lagestroemia speciosa Queen’s crape-myrtle Tree

10 Pongamia pinnata Karanj Tree

Total 200

MANAGEMENT OF SOCIO-ECONOMIC ISSUES:

1) Schools for laborer’s children

Temporary education centers (Crèche) will be provided for education of the children of the laborers.

2) Health camp for laborer’s family

Periodical health camps will be organized to monitor and facilitate the occupants of the labor camps.


56

HEALTH RISK AND DISASTER MANAGEMENT:

Public health and safety:

Since all the construction related activities are confined to the project site, minimal health related impacts

are envisaged within the project influenced area during the construction stage.

At the project site on an average of 100 no. of persons will be engaged, who face direct exposure to dust

and noise generated from the construction activity. This is likely to cause health related affects such as

asthma, bronchitis etc. and hearing impairments respectively.

To minimize these anticipated impacts, suitable actions like

Use of water sprinklers to prevent dust from being air borne.

Providing suitable personal protective equipments (PPE) like mouth mask with filters, noise mask,

helmets etc.

Periodic health check up camp for the laborers will be arranged.

Provision of safety belts.

In case of injury on site medical treatment and transport will be organized.

Due to operation of the project, there will be enhancement in public Health and safety.

Regular visit of resident medical officer to take care of the first aid and primary medication in case of

emergency for staff and office occupants and laborers.

First aid kit with primary medicines will always be available in the medical centre.

Display of action plan and preparedness measures during emergency situations.

EMP IMPLEMENTATION SCHEDULE:

Phased according to the priority, the implementation schedule is presented in the following table.

Implementation Schedule for EMP

No Recommendations Requirement

1 Air pollution control measures Before commissioning of respective units

2 Water pollution control measures Before commissioning of the project

3 Noise control measures Along with the commissioning of the project

4 Solid waste management During commissioning of the project

5 Green belt development Stage-wise implementation


57

The responsibility of EMP implementation lies with the project promoter.

FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS

(OCCUPANCY PHASE)

Sl

No

Description Financial Provision in Rs.

Capital Cost Recurring Cost

1 Operation of Sewage Treatment Plant - 3,00,000

2 Reclaimed Sewage Distribution Network 5,00,000 1,00,000

3 Rain water harvesting tanks and its facilities 5,00,000 1,00,000

4 Ground water recharging pits & its management 6,00,000 1,50,000

5 DG sets acoustic & Maintenance 5,00,000 1,00,000

6 Landscaping 3,00,000 1,00,000

7 Solid waste management per annum 6,00,000 50,000

8 Environmental Monitoring Plan per annum (Air, Noise, Water) - 1,00,000

9 TOTAL 30,00,000 10,00,000

Contingency at 10 % 3,00,000 1,00,000

TOTAL 33,00,000 11,00,000

ENVIRONMENTAL MONITORING ROUTINES:

A comprehensive monitoring program is suggested below:

Monitoring Schedule for Environmental Parameters

Sl

No

Particulars

Monitoring

frequency

Duration of

monitoring

Important parameters

for monitoring

I Air Quality

1. Ambient Air monitoring

Project premises Once in a month 24 hourly

sample

RSPM, SPM, SO2,

NOx

2. Stack monitoring

Once in a year if

required

Grab SPM, SO2, NOx, HC,

CO

II Water and Wastewater Quality


58

1. Water Quality

i. Groundwater at two locations (up-

gradient and down-gradient) of treated

effluent discharge area/land

Once in a month Grab As per KSPCB

requirements

2. Wastewater quality

i. Inlet into STP NA NA -

ii. Treated effluent prior to discharge NA NA -

III Soil Quality

1. Within project premises at 1 location on

effluent discharging area/land

Once in 6 month Composite

sample

As per KSPCB

requirements

2. Ecological preservation and up

gradation

Seasonal Visual

observations

Survival rate

IV Noise monitoring

1. Project premises Once in 6 month Day and night As per KSPCB

requirements


59

ANNEXURE: H

RAINWATER HARVESTING AND STORM WATER MANAGEMENT:

RAIN WATER HARVESTING:

The water collected from the terraces of the buildings will be collected in the rainwater collection sump and

reused for domestic purpose after necessary treatment.

VOLUME OF RAIN WATER HARVESTED:

The total quantity of water i.e., received in the form of rainfall over an area is called the rain water

endowment of that area, out of which the amount of water that can be effectively harvested is called the

rain water harvesting potential.

Rain Water harvesting potential = Intensity of Rainfall (m) x Roof Area x Impermeability Factor.

The collection efficiency accounts for the fact that all the rain water falling over an area cannot be

effectively harvested due to losses on account of evaporation, spillage or run off etc.,

According to the data available from Indian Meteorological Department, the

Average annual rainfall around month of September = 194.80 mm

Assuming that about 90 % Rainfall can be effectively harvested.

Number of Rainy Days = 9.3

Therefore the I.R = 194.80/9.3 = 20.94 mm/day or 0.02094 m/Day or 0.021 m/day

The Second Floor area of Block 1 and Fourth Floor area of Block 2 is about 840 sq m and 2021 sq m

respectively (Total – 2861 sq m).

For rain water harvesting consider 75 % of this total area is 2,146 sq m

Quantity of Rain Water that can be harvested from the building is as follows.

Rain water (Q) from Roof top = 0.021 x 2,146 x 0.9

= 40.55 cum/day or say 41 cum/day

Rain water storage sump of 90 cum capacity will be constructed to collect the rain water and will be reused

for domestic purposes.


60

STORM WATER MANAGEMENT:

Storm water disposal is divided into 2 Groups:

Terrace Storm water disposal: The entire rainwater from the terrace would be disposed through

suitable rain water pipes and collecting in the dedicated rain water collection sump, which is

proposed at site level. This water will be utilized for domestic purpose (as detailed in VOLUME OF

RAIN WATER HARVESTED).

Site (Paved and landscape area) Storm water disposal: The entire storm water from the site would

be disposed off through suitable RCC Box drainage system to the rainwater recharge pits and the

excess is diverted to external storm water drainage.

The quantity of storm water that the paved area will produce can be determined by considering the

impermeability factor to be 0.9.

Q = 0.021 x 4,434.68 sq m x 0.9

= 83.81 or say 84 cum/day -----A

The quantity of storm water that the landscaped area will produce can be determined by

considering the impermeability factor to be 0.3.

Q = 0.021 x 5,230.32 sq m x 0.3

= 32.95 or say 33 cum/day-------B

The Total quantity of storm water (A+B) = Paved area + Landscaped area

= 84 + 33 cum/day = 117 cum/day

The project proponents shall also Provide Recharging Pits along the inner periphery of the boundary wall

with recharging pit of size 1.2 m dia x 2.5 m deep spaced at 30 m center to center. 32 recharge pits are

proposed in the project. These recharging pits are filled with graded media comprising of Boulder at bottom

and with coarse aggregates to facilitate percolation of harvested rain water to Recharge Ground Water

table. The Recharge Pits are interconnected in such a way that the rain led to the first recharge pit is also

led to the next pit. The excess rain water shall be drained off to the storm water drain.


61

ANNEXURE: I

DISASTER MANAGEMENT PLANS FOR PRE CONSTRUCTION PHASE:

RISK AND DISASTER MANAGEMENT PLAN:

Disaster is an unexpected event due to sudden failure of the system, external threats, internal

disturbances, earth quakes, fire and accidents. Thus an appropriate management plan shall be

incorporated.

Precautions:

Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the

project in-charge.

Conditional maintenance of equipments, materials, and expertise for use during emergency.

The electrical systems shall be provided with automatic circuit breakers activated by over current.

Proper escape routes are planned and displayed in the public domain.

Selected representatives are given proper training to guide other inhabitants during Fire accidents.

Periodic awareness program is conducted for the workers on their roles during emergency situations.

Important telephone numbers like police authorities, fire department and hospitals etc., of use during

emergency situations will be made available.


62

ANNEXURE: J

RISK ASSESSMENT & MANAGEMENT PLAN:

a. Construction Phase:

Sl. No. Potential Mitigation

1 Accidental fire Fire safety gadgets.

2 Fall of objects Use of personal protection devices-helmets

3 Working at great heights Protection to prevent fall with life safety belts and nets.

4 Accidents from machinery Personal protection gadgets

5 Electrical mishap Adopting safety measures to prevent any act of negligence and

providing electrical safety measures like fire extinguishers.

b. All necessary measures will be taken to avoid accidents and mishaps during operation phase.

Precautions for Risk and Disaster Management Plan:

Once the likelihood of the disaster is suspected, preventive actions should be undertaken by the

project in-charge.

Conditional maintenance of equipments, materials, and expertise for use during emergency.

The electrical systems shall be provided with automatic circuit breakers activated by over current.

Fire extinguishers are provided at pre-notified locations inside the building.

Proper escape routes are planned and displayed in the public domain.

Selected representatives are given proper training to guide other inhabitants during Fire accidents.

Periodic awareness program is conducted for the occupants on their roles during emergency

situations.

Important telephone numbers like police authorities, fire department and hospitals etc., of use during

emergency situations are made available.


63

ANNEXURE: K

TRAFFIC MANAGEMENT MEASURES

Merging of vehicles will be performed only to left traffic from the exit gates, this ensures safety.

To establish smooth entry & exit of vehicles, bell mouth shape geometry is provided at the gates. This

ensures smooth transition for merging of vehicles.

Yellow paint junction boxes are painted at the locations to create psychological barrier for through

drivers to control the speed.

Rubber humps are introduced for the outgoing vehicles at the exit gate drive way. All gates are manned

with efficient security who can guide the entry and exit of vehicles.

Adequate sign & guide posts for traffic as per IRC (Indian Roads Congress).

Road marking, STOP lines, parking lanes, slot numbers etc.,

Must be clearly painted so as to guide the vehicles.


64

ANNEXURE: L

SAVINGS IN ELECTRICAL POWER CONSUMPTION

ENERGY CONSUMTION AND SAVINGS DETAILS:

Description Quantity

of fitting

Optg.

Time/ day

(Hrs)

Total energy

consumed per

annum (kWh)

Energy cost/

annum @ Rs.

4.00/unit

Total energy

consumed per

annum (kWh)

Energy

cost/annum @

Rs. 4.00/unit

A COMMON AREA

BASEMENT ETC

WITH 1X40 W USING COPPER POLYFILL

BALLAST

WITH 2X18 W USING

ELECTRONIC BALLAST

Total Apartment

internal common

area, lift lobby,

basement area

lighting using CFL

lamps & electronic

ballasts

310 12.00 64,254.60 257,018.40 59,257.02 237,028.08

B. EXTERNAL LIGHTING = 15 kW

Power saving due to use of Digital Timer Controller & CFL with Electronic ballast based light fittings for

External security, Landscape lighting against Flourcent fittings & street lighting with Metal Hallide is

assumed to be 30%

1.00 12.00 65,700.00 262,800.00 45,990.00 183,960.00

C. LIFTS

Total lift load (Conventional Lift motor without VFD) = 15 kW

Total Lift load (Machine room less, Gear less, belted lift motor with VFD = 12.37 kW

LIFTS LOAD 8.00 12.00 525,600.00 2,102,400.00 433,444.80 1,733,779.2

D. SOLAR WATER

HEATERS

68.00 2.00 49640.00 198,560.00 12,240.00 48,960.00

E.

TRANSFORMER

FOR ALUMINIUM WOUND TRANSFORMER FOR COPPER WOUND

TRANSFORMER

500 kVA Trafos 2.00 24.00 175,200.00 700,800.00 136,656.00 546,624.00

Grand Total 880,394.00 3,521,578 687,587.82 2,750,351.28

TOTAL ENERGY SAVED IN kWh @ % 22.90 %


65

ANNEXURE: M

SOIL INVESTIGATION REPORT


66

ANNEXURE: N

PROJECT RELATED DRAWINGS / PLANS

PROJECT SITE

LOCATION MAP:

GOOGLE MAP:

CDP MAP:

PROJECT SITE

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(150mm THICK)

230mm THICK BRICK WALL

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75mm THICK IN PCC 1:5:10

150mmØ HUME PIPE

(OUTLET AS PER DRG)

150mmØ HUME

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(INLET AS PER

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40mm GRAVEL

FILLING UP TO 300mm

40mm GRAVEL FILLING UP

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EARTH FILLING

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3000mmØ x 50mm THICK x

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65mm GRAVEL

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FILLING UP TO 300mm

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OPPOSITE DIRECTION AT

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PERFORATED HOLES6

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OR TYPE-B

PLAN OF SOAK PIT

EXTERNAL RAIN WATER SOAK PITSECTION AT X X

RAIN WATER SOAK PIT DETAIL (3.0 M DIA X 6M DEEP)

TOTAL NO OF APARTMENT 119

NO OF SURFACE PARKING 0 CARSNO OF BASEMENT PARKING 139 CARS

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Survey No 228(p)4 A-19.8 G

SY No227(p)

37 G

SURVEY NO.-227

SURVEY NO.-222

SURVEY NO.-223

SURVEY NO.-226

SURVEY NO.-223

Basement Extent

5M SETBACK LINE

5m s

etba

ck

5m s

etba

ck

5m s

etba

ck

R.W.HPIT

SITE PLAN

SCALE - 1:400

A0 1:400

P

L +

3.35m

lv

l

PL +3.3

5m lv

l

PL -2.0

6m lv

l

PL +1.4

4m lv

l

P

L -0.70m

lv

l

PL-1.7

0m lv

l

P

L -1.70m

lv

l

PL +

0.0

5m

lvl

P

L +

1.50m

lv

l

PL +2.9

6m lv

l

P

L +

3.60m

lv

l

P

L +

8.35m

lv

l

P

L +

1.75m

lv

l

-2.0

0m lv

l

+3.15m

lvl

BLO

CK

-1PR

OPO

SED

RES

IDEN

TIAL

BUILD

ING

G.F

& F

.FBL

DG

/.HT

/.=7

.00M

S

T

P

- F

F

R

&

F

B

R

B

E

LO

W

RAIN WATER

TANK BELOW

RAIN WATER

TANK BELOW

Treated W

ater

T

ank belo

w

F

lush &

Irrig

atio

n

W

ater T

ank

belo

w

5.91

BLO

CK-

1PR

OPO

SED

RES

IDEN

TIAL

BUILD

ING

G.F

& F

.F &

SFBL

DG

/.HT

/.=1

0.00

MBLO

CK-

1PR

OPO

SED

RES

IDEN

TIAL

BUILD

ING

G.F

& F

.F &

SFBL

DG

/.HT

/.=1

0.00

M

BLOCK -1PROPOSED RESIDENTIAL BUILDINGG.F & F.FBLDG/.HT/.=7.00M

BLO

CK

-1

PRO

POSE

D R

ESID

ENTIA

L BU

ILDIN

G

Base

men

t 1, G

.F &

F.F

BLD

G/.H

T/.=

7.00

M

Basement Extent

Basement Extent

Basement Extent

5m s

etba

ck

5m s

etba

ck

5m s

etba

ck

-2.0

0m lv

l

-2.0

0m lv

l

-2.0

0m lv

l

-1.0

0m lv

l

PL -0.7

0m lv

l

-0.4

0m lv

l

+0.00m lvl

-0.4

0m lv

l

+1.20m

lvl

+4.10m

lvl

+0.50m

lvl

-1.5

0m lv

l

CU

TO

UT

+

1

.1

5

m

lv

l

PAN

EL R

OO

MBE

LOW

S

E

W

A

G

E

P

U

M

P

IN

G

T

A

N

K

B

E

L

O

W

Ramp DN

7.00

R.W.HPIT

R.W.HPIT

R.W.HPIT

R.W.HPIT

R.W.HPIT

7.68

Ram

p D

N

Ramp UP

1.54

BLO

CK-

2PR

OPO

SED

RES

IDEN

TIAL

BUILD

ING

Base

men

t 1, B

asem

ent 2

,G.F

, 1S

T , 2

ND ,

3RD

, 4T

H

BLD

G/.

HT/.

=14.

95M

13.0

0

7.02

Ramp UP

Ramp UP

Ramp UP

Ramp UP

Ramp UP

Ramp UP

SLOPE 1:12

SLOPE 1:12SLOPE 1:12

SLOPE 1:12

SLOPE 1:12

SLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UPSLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UPSLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UP

SLOPE 1:12

Ramp UPSLOPE 1:12

Ramp UP

SLOPE 1:12

2.01

2.10

BASE

MEN

T B

ELO

W@

-2.0

M L

VL

BASE

MEN

T B

ELO

W@

-2.0

M L

VL

OPE

N T

OSK

Y

OPE

N T

OSK

Y

OPE

N T

OSK

Y

OPE

N T

OSK

Y

OPE

N T

OSK

Y

OPE

N T

OSK

Y

3.69

C

olle

ctio

n

T

a

n

k

belo

w

7.54

7.53

7.50

SURVEY NO.-222

SURVEY NO.-227

SURVEY NO.-223

SURVEY NO.-226

SURVEY NO.-223

7.57

SLOPE 1:12

2.004.50

85.21

31.05

6.75

89.6

4

R.W.HPIT

ROAD

Relinquished area to BDA for Road Widening (134.76 SQM)

Centre line of Existing 12M Road

1.5M for 2015RMP Road Widening

4.5M for 2031 RMP Road Widening

5.00

12.18

1.504.50

40.24

20.75

3.00

50.2

7

5.85

6.00

5m setback

12.01

SURVEY NO.-227

GENERAL NOTES:-

ALL DIMENSIONS ARE IN METRES UNTIL

AND UNLESS SPECIFIED

AREA STATEMENT &

F.A.R CALCULATION( IN SQUARE METRES)

SITE AREA : 15849.48 SMT (3 ACRES -36.66GUNTAS)

COVERAGE ALLOWABLE = 50 %

COVERAGE =

PLINTH AREA (RES GF )

PLOT AREA

6185.03

15849.48

=

X 100 =39.02 %

PERMISSIBE F.A.R = 2.25

F.A.R =

TOTAL FLOOR AREA

PLOT AREA

=

16595.83

15849.48

= 1.05 < 2.25

HEIGHT OF THE BUILDING :-

PERMISSIBLE HEIGHT OF THE BUILDING :- 15 M

ACHIEVED HEIGHT OF THE BUILDING :- 14.95 M

CAR PARKING :-

TOTAL NO OF UNITS = 119 UNITS

FLATS LESS THAN 225 SMT

= 119 UNITSX1 CAR)

10 % OF VISITORS CARS FOR 119 UNITS = 12 CARS

CLUB HOUSE = 99.82 / 50 =2 CARS

10 % OF VISITORS CARS FOR CLUB HOUSE = 1 CARS

TOTAL NO OF CAR PARKING =134 CARS

=119 CARS

BASEMENT FLOOR-2 PARKING = 77 CARS


CAR PARKING REQUIRED = 134 CARS

CAR PARKING PROVIDED = 139 CARS

TYPE SIZE (LENGTH X HEIGHT) DESCRIPTION

ED FLUSH DOOR1.10X2.10

SCHEDULE OF OPENING

D1 FLUSH DOOR0.90X2.10D2 FLUSH DOOR0.75X2.10FD FRENCH DOOR2.40X2.10W WINDOW1.80X1.40V VENTILATOR0.60X1.20

PROJECT :PROPOSED RESIDENTIAL APARTMENT BUILDINGAT SY-NO: 222,223,226 & 227KAMBIPURA VILLAGE,KENGERI HOBLI,BANGALORE SOUTH TALUK

OWNERS SIGNATURE

ARCHITECTS SIGNATURE

DIRECTORGOODEARTH ECO COMMUNITIES PVT. LTD

SUBJECTS OF DRAWING

SANCTION DRAWING

SITE PLAN (BLOCK-1 & 2)SHEET NO : 01 OF 12

SCALE : 1 : 400 DATE : 12 JULY 2018

3.00

ENTRY

0.00 LVL

Pedestrian

Entry

ENTR

Y

EXIT

85.1

0

101.27

JAYAKUMAR.K.SCOA REG.NO-CA/2003/30607BCC/BL-3.6/A-2458/2013-14

5.91

85.21

31.05

6.75

89.6

4

40.2420.75

3.00

50.2

7

12.01

85.1

0101.27

AREA = 3Acre -36.66GuntasSurvey No-222,223,226 & 227

AutoCAD SHX Text

N

91

90

89

88

87

86

85

84

83

82

81

80

79

78

104

103

102

101

100

5.40

M W

IDE

DRIV

E W

AY

5.40

M W

IDE

DRIV

E W

AY

8.00 M WIDE DRIVE WAY

99

98

97

96

95

94

93

92117

116

115

114

113

112

111

110

109

108

107

106

105131

130

129

128

127

126

125

124

123

122

121

120

119

118

132133134135

136137138139

33.20

5.97

5.50

57.9

6

1.32

3.50

2.90

9.00

9.37

2.00

30.61

68.4

8

5.50

6.24

BASEMENT FLOOR-1 PARKING PLAN

KEY PLAN

SCALE=1:300

2.70

3.90

BLOCK-1

4.10

2.39

R

O

A

D

A1- 1:300

E

N

T

R

Y

/ E

X

IT

P

A

N

E

L R

O

O

M

A

C

C

L P

anel

M

etering P

anel 3 (30 M

eters)

M

etering P

anel 2 (30 M

eters)

M

etering P

anel 1 (42 M

eters)

M

e

te

rin

g

P

a

n

e

l 4

(3

0

M

e

te

rs)

1.00

R

A

M

P

U

P

T

o B

A

S

E

M

E

N

T

-2

S

LO

P

E

1:11

5.40

5.40

5.40

5.40

8.36

LIFT

BASEMENT 1-FLOOR PLAN

PARKING - 62 CARS

GENERAL NOTES:-



AREA STATEMENT &




COVERAGE =


PLOT AREA

6185.03

15849.48

=

X 100 = 39.02 %


F.A.R =

TOTAL FLOOR AREA

PLOT AREA

=

16595.83

15849.48

= 1.05 < 2.25




CAR PARKING :-



= 119 UNITSX1 CAR)





=119 CARS







SCHEDULE OF OPENING

D1 FLUSH DOOR0.90X2.10D2 FLUSH DOOR0.75X2.10FD 2.40X2.10W WINDOW1.80X1.40V VENTILATOR0.60X1.20


OWNERS SIGNATURE



SUBJECTS OF DRAWING

SANCTION DRAWING

SHEET NO : 07 OF 12

SCALE : 1 : 300 DATE : 12 JULY 2018

BASEMENT FLOOR PLAN-1

5.50

2.50

1.80

1.80

5.50

2.507.63


2.70

FRENCH DOOR

O

TS

O

TS

O

TS

O

TS

O

TS

O

TS

O

TS

AutoCAD SHX Text

N

0405

06

9

07

11

13

18

17

15

21

20

19

01

0203

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

3738

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

64

7172

73 7475

76

77

61

62

08

10

12

14

16

63

6566 67

6869

5.40

M W

IDE

DRIV

E W

AY

5.40

M W

IDE

DRIV

E W

AY


TOILET1.35x1.45

STOREROOM

2.40x3.00

70

33.20

6.24

54.4

8

33.33

72.4

0

22.0

0

36.28

2.00

9.00

2.90

3.50

57.9

7

5.50

5.97

2.70

3.90

4.10

3.10


BASEMENT 2-FLOOR PLAN

PARKING - 77 CARS

A1- 1:300

BASEMENT FLOOR-2 PARKING PLAN

KEY PLAN

SCALE=1:300

TR

EA

TE

D

W

AT

ER

TA

N

K B

ELO

W

FLU

SH

&

IR

R

IG

AT

IO

N

W

AT

ER

TA

N

K

BE

LO

W

C

olle

ctio

n

Tank b

elo

w

9.37

R

AIN

W

AT

ER

TA

N

K

BE

LO

W

5.40

5.40

5.40

5.40

ve

h

icu

la

r

E

n

try

7.17

7.70

5.50

2.00

2.00

R

A

M

P

D

O

W

N

T

o

B

A

S

E

M

E

N

T

-2 S

LO

P

E

1:10

CLUB6.60x11.75

RAMP UP To BASEMENT-1SLOPE 1:13

up

E

N

T

R

A

N

C

E

E

X

IT

E

N

T

R

Y

BLOCK-1

LIFT

LANDSCAPED AREA

GENERAL NOTES:-



AREA STATEMENT &




COVERAGE =


PLOT AREA

6185.03

15849.48

=

X 100 =39.02 %


F.A.R =

TOTAL FLOOR AREA

PLOT AREA

=

16595.83

15849.48

= 1.05 < 2.25




CAR PARKING :-



= 119 UNITSX1 CAR)





=119 CARS







SCHEDULE OF OPENING

D1 FLUSH DOOR0.90X2.10D2 FLUSH DOOR0.75X2.10FD 2.40X2.10W WINDOW1.80X1.40V VENTILATOR0.60X1.20


OWNERS SIGNATURE



SUBJECTS OF DRAWING

SANCTION DRAWING

BASEMENT FLOOR PLAN-2SHEET NO : 06 OF 12

SCALE : 1 : 300 DATE : 12 JULY 2018

7.00

5.50

2.50

5.50

2.50

11.7

5

6.60

1.80

1.80

1.80

1.80


FRENCH DOOR

S

T

P

- F

F

R

&

F

B

R

B

E

LO

W

R

AIN

W

AT

ER

TA

N

K

BE

LO

W

PU

M

P R

O

O

M

BE

LO

W

OTS

O

TS

O

TS

O

TS

O

TS

O

TS

O

TS

O

TS

O

TS

TOILET1.35x1.45

20.26

36.4

0

AutoCAD SHX Text

N

comprehensive project report for … · “medley ” at survey no’s ... movements from and to...

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