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Conceptual Plan

i

Table of Contents

Sl. No. Contents Page Nos.

1.0 Introduction 1

1.1 Project Features and Location 1

1.2 Justification of the project 3

1.3 Proposal of Project Details (Area Statement) 3

1.4 Parking Requirements and Provisions 11

2.0 Water Requirement And Supply System 12

2.1 Source of water 14

2.2 Water Treatment system 14

2.3 Domestic water distribution system 16

2.4 Wastewater Treatment Technology 16

2.5 STP Process description 18

2.6 Storm water drainage and Rain Water Harvesting 20

3.0 Solid Waste collection / disposal plan 22

4.0 Power Requirement, Electrical, Building & fire safety

,DG sets details

24

4.1 General Description 24

4.2 Design Standards & Codes 24

4.3 Design Criteria 24

4.4 Electrical Load Estimates 25

4.5 Source of Power 26

4.6 Backup Power Supply 26

4.7 Landscape Plan 27

5.0 Fire fighting system 28

5.1 Firefighting system description 29

5.2 Sprinkling system 31

5.3 Smoke detection and automatic fire alarm system 32

5.4 Fire Extinguishers 33

5.5 Fire smoke exhaust system 37

6.0 Project Monitoring 38

6.1 Monitoring Strategy 38

6.2 Ambient Air Monitoring 38

6.3 Noise Monitoring 39

6.4 Water Quality Monitoring 39

6.5 Monitoring of STP 39

6.6 Budget for EMP 39

6.7 Environment Management Plan 40

6.8 Environment Management Cell 44

ii

List of Tables

List of Figures

Sl. No. Figures Page Nos.

1 Photographs of proposed project site 5

2 Google image showing project site 6

3 Topographical Map showing 10 km radius 7

4 Project Layout Plan 8

5 Schematic plan of Water Supply system 16

6 STP schematic plan 18

List of Annexures:

Sl. No. Annexures Page Nos.

1 NOC for Water Supply from Indore Municipal Corporation 14

2 NOC for Sewerage disposal from Indore Municipal

Corporation

15

3 NOC for Solid waste disposal from Indore Municipal

Corporation

23

Sl. No. Tables Page Nos.

1 Permissible Activities as proposed hereunder 3

2 Detailed Area Statement 9

3 Calculation of population (Occupancy load) 12

4 Water Balance statement (Daily water requirement,

wastewater generation calculation etc)

13

5 Solid Waste Generation during operation phase 22

6 Design criteria for Energy Efficiency 24

7 Electrical Load Estimates 25

8 EMP Budget 39

9 Proposed Environmental Mitigation Measures 41

10 Environmental Monitoring Plan – Operation Phase 43

11 Environment Management Cell 44

Project: M.P HOUSING&INFRASTRUCTURE DEVELOPMENT BOARD CONCEPTUAL PLAN

1

CONCEPTUAL PLAN

1.0 INTRODUCTION

Madhya Pradesh Housing & Infrastructure Development Board was established as a body

corporate under the Madhya Pradesh Griha Nirman Mandal Adhiniyam, 1972 which replaced the

earlier similar Act of 1950. Madhya Pradesh Housing & Infrastructure Development Board is

one of the very few, perhaps the only, Housing Board in the country, not to receive a single

rupee as subsidy from the Government. All its projects and programs, including its internal cross

subsidies, are arranged for by the economics of the project itself, in consonance with what the

market can bear.

At M.P Housing and Infrastructure Development Board, the most cherished thing is its

customer's trust, which they have earned with commitment to quality and innovation. They

believe in using imagination to create homes with a distinct character and soul.

1.1 PROJECT FEATURES AND LOCATION

M.P. Housing & Infrastructure Development Board, the owner of the land, situated at

Snehalataganj, Indore, has decided to build something different in addition to the regular

Housing Projects. Now a proposal of Ready Made Garment manufacturing park (Apparel Park)

& residential complex has been finalized by the board.

Land / site of the proposed Complex (development) is located on VIP road connecting Airport

through Mari Mata Chouraha, to main city. The site is otherwise part of previous mill area of the

city belonging to Hope Textile Mill, Indore. The surrounding area has various varied activity

zones like residential area, industrial areas & Police land.

LOCATION:

At 1 Snehlataganj, Main Road , KH. No. 148, 148/1653 & 151/1654, Indore, on VIP Road

between Mari Mata Chouraha and Chimanbagh.


2

Site:

The site is irregular in profile with 36.00 m wide road in front, Khan River on left and Land of

Hope Textile Mill on remaining sides. The site has 3 large tanks (made during the working of

mill) which occupy almost the whole of site, available for this project.

1.2 JUSTIFICATION:

Indore is the biggest centre in central India for garment industry from where the product is

supplied to almost every part of India. The project provides a public interactive place in north

western area of city. The proposal has an Apparel Park, which basically is a set up where

manufacturing of readymade garments is done.

This proposal / set up is conceived as Indore is one of the major centre of this nature of work &

in particular , this region already has such ongoing activity in this area but in scattered manner.

This is a step ahead in this region & direction to organize these small scale units into a Single,

Unified Space with provision of all related facilities. This organized set up will not only make

these in a systematic area but will also help to create working opportunities to the people in this

neighbourhood and also shall encourage the small , up coming Entrepreneurs to establish

themselves.

In this context, Madhya Pradesh Housing & Infrastructure Development Board, Indore aims to

develop an Apparel Park & Residential Complex. The part of complex shall comprise of

residential flats, with associated facilities.

1.3 PROPOSAL OF PROJECT DETAILS (AREA STATEMENT)

M.P Housing and Infrastructure Development Board has Proposed construction of Residential

and Apparel Park manufacturing unit at KH. No. 148, 148/1653 & 151/1654,Snehalataganj,

Indore, Madhya Pradesh. This project is proposed on a Total Built up area of 53157.76SQ.M

sqm. The breakup is given below.

a. Apparel Park (Ready Made Garment manufacturing park): 10393.40 Sqm.

b. Residential Area : 29452.28 SQM.


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c. Basement area (Lower basement of Residential Block + Upper basement of Commercial

Block) = 13312.08sq.m.

Table 1: Permissible Activities as proposed hereunder, are as per the Provisions of Master

Plan

Commercial Residential

Apparel Park in Gr. Floor to 7th Floor Block A : Stilt + 14 Floors + Service

Floor – 3 BHK (98 Flats )

Block B: Stilt + 14 Floors + Service

Floor – 2 BHK (94 Flats )

The project is proposed with 45.00m high, 3 towers & 24.00 m high one tower with varied

building heights as mentioned above, covering 30% only on ground. Remaining area is left open

for circulation and parking. The proposal has green areas, not only on the ground level, but even

on the upper floors, as terrace garden.

CIRCULATION

The access to the site is predominantly from front 36.00 m wide road (VIP road connecting

Airport to central Indore City). 7.50 m wide road loop is proposed within site which gives

accesses to all the blocks and is connected to the entry & exit of basement parking. Parking

entries to Apparel Park and Residential blocks are separate.

The Ready Made Garment manufacturing park (Apparel Park) has separate entry / exit in front

with approach to service yard on back side for the block to accesses the Cargo Lift. This block

has part, reserved parking in upper basement in addition to off street parking in front.

The residential blocks are approached by separate peripheral road all round both for approach to

each block & also for the Fire Engine movement. These blocks have 2 basements for the parking

as well as open parking area. Separate entry / exit to each tower which in turn has adequate lifts

& staircase for vertical circulation, not only from stilt but from upper & lower basement.

The campus has clear vehicular circulation on ground, for Public as well as for Fire Engines –

an important factor for any high rise building.Proper care is taken to provide safe & separate

pedestrian pathway net work with the campus & to the main approach road of the Complex.


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READY MADE GARMENT MANUFACTURING PARK (APPAREL PARK)

This block has big Halls for readymade garments manufacturing, spacious offices which can

occupy as proposed or can be combined together or subdivided as per specific requirements of

buyers.

Ready Made Garment manufacturing park (Apparel Park) is an Industrial setup for manufacture

of readymade garments. The process involves as follows.

Design / Sketch

↓

Pattern Design

↓

Sample Making

↓

Production Pattern

↓

Grading

↓

Marker Making

↓

Spreading

↓

Cutting

↓

Sorting/Bundling

↓

Sewing/Assembling

↓

Inspection

↓

Packaging

↓

Despatch

RESIDENTIAL BLOCK

These are the high rise towers comprising of Residential Flats in combination of 2 BHK & 3

BHK Flats with spacious lobbies on ground floor & on upper floors also. There is ample space

for visitor parking & also large open / green areas & spaces essential for any such Residential

Campus.

http://textilelearner.blogspot.com/2012/02/garments-pattern-pattern-making-to-make.html

http://textilelearner.blogspot.com/2012/04/garment-marker-marker-efficiency.html

http://textilelearner.blogspot.com/2012/12/apparel-garment-quality-inspection.html


5

Fig 1 PHOTOGRAPHS OF PROPOSED PROJECT SITE

Approach Road to the Project site


6

FIG.2 : GOOGLE IMAGE: 10 KM RADIUS OF PROJECT LOCATION


7

FIG 3 : TOPOGRAPHICAL MAP- 10 KM RADIUS OF PROJECT LOCATION

Project Site


8

FIG 4 : PROJECT LAYOUT PLAN


9

Table 2: Detailed Area Statement

RESIDENTIAL BLOCK - 2 BHK

RESIDENTIAL BLOCK - 3 BHK

S.NO

FLOOR

F.A.R

B/UP AREA

NO. OF FLATS

REMARK

01 STILT FLOOR ------ 972.38 SQ.M ------ ------

02 FIRST FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

03 SECOND FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

04 THIRD FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

05 FOURTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

06 FIFTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

07 SIXTH FLOOR ------ 1064.44 SQ.M SERVICE AREA

08 SEVENTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

09 EIGHTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

10 NINETH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

11 TENTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

12 ELEVENTH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

13 TWELVETH FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

S.NO

FLOOR

F.A.R

B/UP AREA

NO. OF FLATS

REMARKS

01 STILT FLOOR ------ 768.09 SQ.M ------ ------

02 FIRST FLOOR 500.98 SQ.M 670.67 SQ.M 03 ------

03 SECOND FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

04 THIRD FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

05 FOURTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

06 FIFTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

07 SIXTH FLOOR ------ 789.97 SQ.M SERVICE AREA

08 SEVENTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

09 EIGHTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

10 NINETH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

11 TENTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

12 ELEVENTH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

13 TWELVETH FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

14 THIRTEEN FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

15 FOURTEEN FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

16 FIFTEEN FLOOR 612.00 SQ.M 789.97 SQ.M 07 ------

TOTAL

8456.98 SQ.M

12498.34 SQ.M

94


10

14 THIRTEEN FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

15 FOURTEEN FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

16 FIFTEEN FLOOR 831.31 SQ.M 1064.44 SQ.M 07 ------

TOTAL

11638.34 SQ.M

16953.94 SQ.M

98

APPAREL PARK

S.NO

FLOOR

F.A.R

B/UP AREA SERVICE

APARTME

NT

REMARK

01 GROUND FLOOR 830.72 SQ.M 1324.95

SQ.M ------ ------

02 FIRST FLOOR 940.96 SQ.M 1324.95 SQ.M ------ ------

03 SECOND FLOOR 940.96 SQ.M 1324.95 SQ.M ------ ------

04 THIRD FLOOR 940.96 SQ.M 1324.95 SQ.M ------ ------

05 FOURTH FLOOR 940.96 SQ.M 1324.95 SQ.M ------ ------

06 FIFTH FLOOR 940.96 SQ.M 1324.95 SQ.M ------ ------

07 SIXTH FLOOR 739.89 SQ.M 1221.85 SQ.M ------ ------

08 SEVENTH FLOOR 711.50 SQ.M 1221.85 SQ.M ------ ------

TOTAL

6986.91 SQ.M

10393.40

SQ.M

Total Land Area of the project = 12747.60sq.m

Total Builtup Area of the project = 53157.6sq.m

Total FAR = 27082.23sq.m

Ground Coverage area = 2955.83sq.m

Area under Road widening = 3876.00sq.m

Open Area = 10.0%

Proposed Height of Building =42m

MOS

a Front 15.00 M

b Rear 7.50 M

c Left Side 30.00 M

d Right Side 7.50 M


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1.4 Parking Requirements and Provisions

Adequate provision will be kept for vehicles parking at the campus. The parking details for the

project are given below:

For proposed Readymade Garments manufacturing park, per 50sq.m Built up area 1 car is

required.

For Residential blocks, per 100 sq.m Built up area 1 car is required.

35sq.m per car in Basement parking.

30sq.m per car in stilt parking.

25sq.m per car in open parking.

Considering the above standards, the parking requirement is given below.

Covered basement parking for Apparel Park =6986.91/50 = 142 ECS

Residential block = 20095.32/100= 202 cars in which covered basement parking will be

148ECS and Stilt parking will be 54ECS.


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2.0 WATER REQUIREMENT AND SUPPLY SYSTEM

Water is an essential component of the basic infrastructure for urban settlements. Besides

domestic use, water is also required for fire fighting and other miscellaneous purposes. The water

requirements have been calculated as per IS: 1172 - 1993 Code of basic Requirements for Water

Supply, Drainage and Sanitation (4th

Revision) by Bureau of Indian Standards (BIS), considering

the needs for Indian town and cities.

Table 3. CALCULATION OF POPULATION(Occupancy load)

S. NO. USER NO.

CRITERIA FOR

OCCUPANCY

PERSONS/FLAT

OCCUPANCY LOAD

(NOS.)

BLOCK A

i FLAT 1 BHK 33 5 165

iii FLAT 2 BHK 94 5 470

iii FLAT 3 BHK 98 5 490

PERMANENT RESIDENT A

1125

iii FLOATING POPULATION

@10% OF A 113

RESIDENTIAL POPULATION

1238

iv VISITORS @5% OF A

62

viii

COMMERCIAL HALL AREA

5525SQMT (@1 PERSON PER

10 SQM)

552.5 553

vi

KITCHEN AND DINNING

AREA 236.5 SQMT (@1 SEAT

PER 10 SQM)

23.65 24


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Table 4 WATER BALANCE STATEMENT (Daily water requirement, wastewater generation calculation etc)

S.N

O. DESCRIPTION

POPULATI

ON UNIT

DEM

AND

WATER LOSS SEWAGE TREATED

WATER

GENERAT

ED M3/DAY

WATER USE

REQUIREM

ENT

M3/DA

Y

GENERATI

ON M

3/DAY

M3/DAY M

3/DAY FRESH

RECYCLE

D

1 DOMESTIC WATER FOR

RESIDENCE+ FLOATING

POPULATION

1238.00 LPCD 90.00 111.42 22.28 89.14 80.22 111.42

2 FLUSHING WATER FOR

RESIDENCE+ FLOATING

POPULATION

1238.00 LPCD 45.00 55.71 0.00 55.71 50.14

55.71


VISITOR 62.00 LPCD 5.00 0.31 0.06 0.25 0.22 0.31


VISITOR 62.00 LPCD 10.00 0.62 0.00 0.62 0.56

0.62


COMMERCIAL POPULATION 553.00 LPCD 5.00 2.77 0.55 2.21 1.99 2.77


COMMERCIAL POPULATION 553.00 LPCD 40.00 22.12 0.00 22.12 19.91

22.12


KITCHEN AND DINNING 24.00 LPCD 10.00 0.24 0.05 0.19 0.17 0.24


KITCHEN AND DINNING 24.00 LPCD 5.00 0.12 0.00 0.12 0.11

0.12

9 CAR WASH ASSUMING 30 LITER

PER CAR PER DAY FOR 75 CAR 75.00 NOS 30.00 2.25 1.35 0.90 0.81

2.25

10 HORTICULTURE (@ 6 LITER

PER M2 ) FOR 200 M

2

(CONSIDERING 20% OF OPEN

AREA AS GREEN)

200.00 SQMT 6.00 1.20 1.20 0.00 0.00

1.20

12 MISCELLANEOUS ROAD

CLEANING, DUST SETTLEMENT

ETC.

LS

30.00 19.80 10.20 9.18

30.00

TOTAL DRY

226.76 45.30 181.46 163.31 114.74 112.02

MONSOON (TOTAL -7-8)

80.82


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2.1 SOURCE OF WATER

227 Cum water is required per day. 115 Cum fresh water is required per day. This can be obtain

from existing Municipal system. The required NOC certificate has been procured by the

proponent from Indore Municipal corporation given below.

Annexure-1 : NOC for Water Supply from Indore Municipal Corporation

2.2 WATER TREATMENT SYSTEM

Total sewage generation from the proposed project activity will be 180KLD. The sewage

generated during the operation phase will be treated up to the tertiary level in a STP setup


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proposed in the site having capacity of 220KLD. The treated sewage is recycled/ reused for toilet

flushing and horticulture in the project site. The proponent has been obtained NOC for disposal

of treated wastewater by Indore Municipal Corporation given below.

Annexure-2 : NOC for sewerage disposal from Indore Municipal Corporation


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2.3 DOMESTIC WATER DISTRIBUTION SYSTEM

The project consist of multi story building, water from tube well will be feed to the underground

fire sump well of 400 m3 capacity ( 250 m3 for domestic requirement and 150 m3 for fire) the

over flow from fire tank it is feed to underground raw water sump well. From underground

sump well water will be feed to different Over head Tanks (OHT) placed on the roof of

Buildings. Water will be supplied to water main line in closed loop to various units through

gravity system which will keep water line under pressure for 24 hours. The system will be

designed as per the provision made in SP: 35 Hand book on Water Supply and Drainage (with

special emphasis on plumbing) and Manual on water supply and treatment.

FIGURE 5 SCHEMATIC PLAN OF WATER SUPPLY SYSTEM

SEWAGE

AND

2.4 WASTEWATER TREATMENT TECHNOLOGY:

It has been decided that sewage generated at WC and waste water generated will be disposed off

in one pipe. The system will be designed as per the provision made in SP: 35 Hand book on

Water Supply and Drainage (with special emphasis on plumbing) and Manual on sewage. The

collected sewage will be feed in a Sewage Treatment Plant (STP) of 220m3

based on MBBR

Technology. The treated waste water will be used for gardening, toilet flushing etc.

The STP shall comprise of the following units:

Bar Screen


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Grit chamber

Equalization tank

Aeration tank

MBBR Bioreactor

Secondary classifier

Chlorine contact tank

Sludge holding tank

Pressure sand filter

Activated carbon filter.

RAW WATER SEWAGE CHARACTERISTICS

Tentative raw sewage characteristics are mentioned below, however the actual characteristic may vary widely as per site conditions. The bidders are requested to make their judgment for design of system. pH : 5.5 to 8.5 BOD (mg/l) : 150-350 COD (mg/l) : 250-600 Suspended solid (mg/l ) : 200-400 Oil & grease (mg/l) : 20-30

TREATED WATER CHARACTERISTIC General characteristics of treated water will be as below or as per pollution control board norms BOD : Less than 10 mg/l COD : Less than 50 mg/l Suspended Solid : Less than 10 mg/l Oil & grease : Less than 5 mg/l pH : 6.5 -7.5 Bio-assay test : Survival of fish after 96 hrs 100 %


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Fig 6. STP Schematic Plan

2.5 SEWAGE TREATMENT PLANT (STP):- PROCESS DESCRIPTION

The raw sewage and effluent of the campus will be diverted to the raw effluent sump and pump

house which will have a Bar screen and Oil and Grease trap. The Bar Screen has narrow slits that

capture the material .Oil and Grease trap will trap the oil from the sewage/effluent and further

the waste water pass through to the next stage of treatment.

The sump is connected to the equalization tank. Raw Effluent/ waste water transfer pumps are

provided for pumping the Effluent from the equalization tank to the aeration chamber through

fine screens placed in the screen channel/chamber and primary treatment unit.

Diffused air will be passed through Air Blower to dissolve organic matter. The biodegraded

water will be sent to tube settler by gravity. The digested sludge settles down in tube settler from

where the sludge will be pumped to Filter Press. The clear water will be pumped to Dual Media

Filter from where it will be stored in treated water tank. Treated water will be used for gardening

and other purposes above.

1.Equalization Tank

The incoming sewage will be collected in equalizing tanks .The tank shall be of RCC and raw

sewage will be aerated with coarse bubble diffusers. The liquid will be transferred to the

MBBR/FAB units for further treatment.

2.Aeration Tanks Moving Bed Bio-reactor (MBBR)

The main STP comprising of a Moving Bed Bio-reactor (MBBR) in RCC tanks provided with

inlet controls, launders, baffle walls and chequered plate platform with MS railing all-round at


19

top and a ladders at convenient locations. The units will have required quantity of HDPE media.

The reactors will be aerated as specified below.

3.Aeration

Following units will be aerated with air supplied from common air lowers Equalization Tank

with coarse bubble diffusers. MBBR treatment units with fine bubble diffusers Sludge holding

tanks with coarse bubble diffusers

The aeration will be done by air blowers of required capacity to be based on contractor's design

and kept in pump house as indicated on the tender drawing.

4.Settling Tanks

Aerated sludge in MBBR units will be settled in tube settlers using PVC tubes media. Settled

sludge will be transferred to the sludge holding tank for further disposal.

5.Tertiary Treatment of effluent

The chlorinated/oxidant effluent will be filtered in pressure filter using multi grade sand gravel

filter media and Activated carbon filter and final treated effluent will be collected in final

effluent RCC tank.

The final effluent will then be pumped to the point of re-use for horticultural operation, HVAC

and use in flushing, gardening Excess flow, if any from the STP shall be disposed off by

pumping into the natural or municipal drainage system.

6.Sludge Holding Tank

Sludge from the settling tanks shall be transferred to a sludge holding tank. The tank will be

aerated by means of coarse air bubble diffusers system for thickening and disposal through

pumps. (The sludge holding tank shall be constructed in RCC).

7.Excess sludge disposals

Excess sludge from the sludge holding tank will be pumped and further treated in centrifuge to

increase its consistency in order to produce cakes to be used as soil conditioner as per the

directions of the Engineer-in-Charge.

EXTERNAL SEWERAGE

Sewage lines will be laid along the natural slope of ground with a self cleansing design velocity

of 0.75mtr. /sec. Minimum 150mm dia. RCC NP2 pipe will be provided with a slope as

indicated in drawing.


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2.6 STORM WATER DRAINAGE AND RAIN WATER HARVESTING

The maximum rain fall intensity of rain fall in the area is 63mm per hour terrace will be provided

with 1 % slope toward down pipe by ridges & valleys. uPVC down pipe class III 6 kg/cm2

conforming to IS 4985 will be used as per National Building Code 2005 Table No. 28 Part 9

Page 70. Rain water from terrace of buildings, paved areas and road surface will be collected and

harvested as per standard norms. The procedures followed for rain water harvesting is as per the

systems and procedures given by “Rain Water Harvesting and Conservation Manual” – Govt.,

of India , CPWD, New Delhi.( June 2002).Suitable number of rain

water harvest pits will be provided along the road side drain to

recharge the ground water.

Storm water drainage system will be design at a maximum

intensity of 100mm per hour with run off coefficient as under:

Roof &hard paved surface : 80%

Lawn / Non paved area : 40%

The storm water lines will be design having a Self Cleansing

velocity of 0.60mtr./sec.

2.7 WATER CONSERVATION

Following system / fixtures are provided to reduce/control the water consumption of the

complex.

1. Providing dual flushing cistern for water closet 3 -6 litres in place of 10 litres cistern.

2. Consumption requirement of fresh water will be reduced by 70 % by using –

a. Drip irrigation for horticultural plants.

b Planting plants which require less water reduction up to 40%

c. Air cooled air conditioning in place of water cooling system consumption requirement

of fresh water will be reduced by 70% by using.


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PUMPING AND DISTRIBUTION SYSTEM

SIZE OF UNDERGROUND TANK

Under ground sump (including fire requirement) - 250 CUM. (1 day requirement)

Additional Underground sump with STP - 100 CUM (1 day requirement)

DETAILS OF PUMPS:

Location Type Capacity

Duration

of

operation

Quantity Location

Fresh water from tube

well to water storage

sump

vertical

submersible

12 l/s at 45 m

head* 9 hr

5

tube well to roof

of building

Fresh water from tube

well to water storage

sump to Tanks on roof of

building

Hydro

pneumatic

10 l/s at 45 m

head*

As &

when

required

1 Set Sump to roof of

building

STP Pump for flushing

water

Mono

Block

Pump

5 l/s at 20 m

head* 2 hr 1+1

Treated Water

tank to Garden

hydrant

Note: Can be altered as per availability of the pumps

DETAILS OF PIPES

Type Material

Water supply/ Flushing

water CPVC

Sewage disposal PVC pipe withstand 6 kg/cm

2 Suitable for underground uses/ RCC NP2

or NP3

DETAILS OF TERRACE TANK

Type Material

Raw water sump tank RCC

Terrace Fresh water tank RCC

Recycle water tank PVC

Fire tank RCC


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3.0 SOLID WASTE COLLECTION / DISPOSAL PLAN

Solid waste would be generated both during the construction as well as during the operation

phase. The solid waste expected to be generated during the construction phase will comprise of

excavated materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps

are to be followed for the management solid waste:

Construction yards for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during later

stages of construction

Excavated top soil will be stored in temporary constructed soil bank and will be reused

for landscaping of the township project.

Remaining soil shall be utilized for refilling / road work / rising of site level at locations/

selling to outside agency for construction of roads etc.

The operations phase of the project the refuse generation rate as 0.5kg/Capita/day for residents,

0.25 Kg/Capita/day for staff and 0.15 Kg/Capita/day for visitors have been considered.

Collection systems comprise waste containers at ground floor of the building. The solid waste

shall be disposed to the appropriate site as per municipal authority. The generated solid waste

shall be first segregated as plastic, glass, paper and other waste separately and disposed off as per

MSW Rules, 2000. The inert solid waste will be transported to a govt. designated landfill site.

Table 5. SOLID WASTE GENERATION:

Solid Waste Calculation

Sl No. Description Occupancy kg/capita/day Total solid waste

generated in kg/day

a Residential 1238 0.5 619

B Commercial 577 0.25 144

C Visitors 62 0.15 9

D e-waste 1238 0.18 223

Total solid waste generated 996

Bio degradable 20% 199

Recyclable 70% 698

Inert 10% 99

Total 996


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Bio-Degradable waste

Bio-degradable waste will be collected in the secondary processing area and fed to an

Organic Convertor the compost will be used as manure.

STP sludge is to be used for horticultural purposes as manure.

Horticultural Waste is to be composted and will be used for gardening purposes.

Recyclable waste

The segregated recyclable waste will be sold off to vendors

Inert waste

The inert waste collected at site will be sent to landfill through the municipal waste

handling system

MP Housing and Infrastructure Development Corporation has been procured NOC for the

disposal of solid waste that will be generated from the proposed construction site on operation.

It has been given below.

Annexure -3 NOC for Solid Waste Disposal


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4.0 POWER REQUIREMENT, ELECTRICAL, BUILDING & FIRE

SAFETY ,DG SETS DETAILS :

4.1 GENERAL:

The Proposed commercial and residential building at HOPE, Indore mainly consists of

following major areas:-

a) Commercial building:- APPAREL PARK

b) Residential building:-BLOCK-A, BLOCK-B

Associated amenities are being provided with building.

4.2 DESIGN STANDARDS & CODES:

Electrical system design shall be in confirmation to the requirement of:

Indian Electricity Rule 1956.

Standards & Code Practice of Bureau of Indian Standard for various equipments &

Systems.

National Building Code of India -2005 (Part -8)

National Electricity Code of India

4.3 DESIGN CRITERIA FOR ENERGY EFFICIENCY: Table 6: DESIGN CRITERIA FOR ENERGY EFFICIENCY

Design Criteria Proposal to Achieve Same

Energy Efficiency Use of energy efficient light fittings, ballast and transformers. T5 fixtures and CFL

fixtures shall be considered for Common Area and BOH Area.

Provisions of alternate circuits to serve common area light fittings to allow energy

saving in off-peak operation.

Safety of the

occupants and end

users

Strict compliance with Indian Electricity Rules & other safety code requirements.

All lighting and power circuits shall be protected by the circuit breakers and

ELCBs.

Surge Arrestor shall be provided at the Main Panel and other SDBs/FDBs which

has external in/out cable connections.

Building shall be protected by the Lightening Protection System.

Reliability of the

Installation Double Feeder with multiple Transformers from mall transformers thru separate

mall main panels.

Emergency generators to support 100% equipment / services in case of non

availability of grid supply from mall common generators.

Flexibility and

Adaptability Use of appropriate Cables to meet constant changes and needs in hotel businesses/

Utilities.

Planning shall be in such a way that distribution system will not have major change

in case of change in usage of area.

Expandability Sufficient spare capacity (about 20-25%) in the design of switchboard and

distribution network to meet future load growth.

Maintainability Space planning shall be done with consideration of regular service, maintenance;

and future replacement.


25

Following design parameters are considered while estimating the electrical loads:-

S.NO. DESCRIPTION LIGHT CONVENIENCE

POWER

UPS/EQUIPM

ENT

1 Stair case 0.4 Watt/Sqft. - -

2

Common Area

Toilets, Elec. Room, AHU Room,

Corridors, Lift Lobby

1.0 Watt/Sqft. 0.7 Watt/Sqft. -

3 Hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

4 Bed room 0.5 Watt/Sqft. 0.5 Watt/Sqft.

5 Kitchen 1.0 Watt/Sqft. 4.0 Watt/Sqft.

6 Bank 3.0 Watt/Sqft. 5.0 Watt/Sqft. 5.0 Watt/Sqft.

7 Drg. hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

8 Dining hall 2.0 Watt/Sqft. 0.7 Watt/Sqft.

9 Living/Dining Area 0.5 Watt/Sqft. 5.0 Watt/Sqft.

10 Parking 0.2 Watt/Sqft. 0.2 Watt/Sqft. -

11 Office /Reception /Manager Room 2.5 Watt/Sqft. 5.0 Watt/Sqft. 5.0 Watt/Sqft.

12 Entrance /Attrium 3.0 Watt/Sqft. 4.0 Watt/Sqft. 2.0 Watt/Sqft.

13. Electrical Room 1.0 Watt/Sqft. 1.0 Watt/Sqft. 1.0 Watt/Sqft.

4.4 ELECTRICAL LOAD ESTIMATES:

Based on the above parameters and design brief for Mechanical & Electrical services, the load

requirement of whole complex works out as below (Refer Annexure E1H- A for the details. Table no 7. ELECTRICAL LOAD ESTIMATES

S. No. Area Estimated Connected

Load (kW)

Overall Max. Demand

(kW)

1. Commercial – 153553.28sqft

(Refer Annexure - A)

1686.56 1011.96

2. Residential (2-BHK,3-BHK) –

416620.6sqft (Refer Annexure -

B)

1262.80 757.00

3.. Say (transformer selection for

overall)

33/11 3.15 MVA-02 no.

4. Distribution Transformer 11/.415KV-750 KVA-03

no. for commercial.

11/.415KV-750 KVA -

02 no. for Residential

5.. Say (DG set selection) For commercial 1X1250 KVA,

1X250 KVA

For Residential 2x1250 KVA


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4.5 Source of Power:-

Overall maximum demand is for commercial building approximately 1011.96 KW. Or 1124.40

KVA at power factor 0.90, Power for commercial building shall be available at 415v voltage level

common 11/0.415 KV substation.

And overall maximum demand is for residential building approximately 757KW. or 841.11 KVA

at power factor 0.90, Power for residential building shall be available at 415v voltage level

common 11/0.415 KV substation

Supply to Commercial building & Residential building shall be brought through underground HT,

XLPE cables terminated at 33 KV Switchgear. However, the outgoings of 11KV switchgears shall

be provided with multifunction meter for required metering in the Commercial building &

Residential building premises of project. The billing from MPSEB shall be on single point basis

and submitting charges shall be collected from individual commercial & resident (by sub meter)

spaces by building management team.

4.5.1 33/11kv Sub Stations:-

33 KV Power supply from MPSEB will be brought by 100 % rated 33 KV feeders at

Outdoor Switch Yard.

a) Substation consisting of 33 KV HT Substation, Oil type Transformers & HT Breaker

(VCB at desired amp. Capacity) are planned at Outdoor Service Yard. An option of

alternative location is also suggested which needs approval from client.

Based on the Load Calculations, Transformers of 2x3.15 MVA Capacity are installed.

4.5.2 11kv/0.415 Volt Sub Stations:-

11KV Power supply from 33kv HT yard will be brought by 100 % rated, 11 KV feeders at

Outdoor Switch Yard..

b) Substation consisting of 11 KV LT Substation, Oil type Transformers & LT Breaker

(VCB at desired capacity) are planned at Outdoor Service Yard. An option of

alternative location is also suggested which needs approval from client.

Based on the Load Calculations, Transformers of 3x750 KVA (for commercial) and

2x750

KVA (for residential) Capacity are installed.

4.6 BACKUP POWER SUPPLY:-

80% Power backup is planned for the situation when normal power supply is not available. DG

Sets of 415 Volt are proposed in the DG Plant Room at nearby substation. As per the load

calculations, the DG Sets of 1 x 250 KVA, 3X1250 KVA capacities are required. All DG Sets


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shall have heat exchanger and silent type with canopy water cooled with AMF panel planned.

Main panel for commercial and residential (above the commercial building) has feeds from

transformers of (3x750kva) and for separate residential block feeds from one transformer

(2x750kva.)

DG Plant Room shall be acoustically treated to arrest the noise pollution as per CPCB Norm.

Exhaust piping for the DG Sets shall be taken up to the highest point as per CPCB guidelines.

Power is reliable in Indore where site is located therefore continuous operation of DG Sets may not

arrive.

4.7 LANDSCAPE

The green belt design along the periphery of the plot is planned to achieve attenuation factor

confirming to the day and night noise standards prescribed for residential land use. The open

spaces inside the plot will be landscaped. Total green area proposed will be 33% of the total plot

area. Only native vegetation with a mix of evergreen and deciduous trees shall be utilized to

maintain seasonal greenery inside the complex in addition to flowering and ornamental plants.


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5.0 FIRE FIGHTING SYSTEM :

No Objection Certificate from State Disaster Response and Fire services Department will be

obtained for the proposed building and conditions of the same shall be complied.

The Building Plans in respect of high rise building is in two parts, one part is Residence Building

& other part is for Apparel Park at Indore. The same have been examined from Life & Fire

Safety and Means of Escape point of and for making provision and execution of the scheme

conforming to NBC PART – IV and other relevant Codes, Bye-Laws of Madhya Pradesh Govt.

BRIEF ABOUT: APPAREL PARK:

No. of Floors - Apparel Park. : Ground + 6 Floors.

No. of Basement : 1 No.

No. of Lifts : 3 No.

No. of Staircase : 3 No.

Total Height of Apparel Park : 24 Mtr.

Total Basement Area Apparel Park : 3892.30Sqmtr

Floor Area of Apparel Park : Approx 1468.00 Sqmtr.

Refuge Area : After 18 Mtr.

M.O.S. : 6 Mtr. wide clear approaches in 7.50 m MOS.

BRIEF ABOUT: RESIDENTIAL BUILDING

No. of Floors : Stilt + 14 Floors. + Service Floor

No. of Basement : 2 Nos.

No. of Lifts : 2 Nos. (Each block)

No. of Staircase : 1 Nos. (Each block)

Total Height : 42 Mtr. (Excluding stilt floor & service floor)

Refuge Area : After 18 Mtr.

M.O.S. : 6 Mtr. wide clear approach in 7.50 m MOS.

Total Basement Area Apparel Park : 9411.59 Sqmtr

BOTH APPAREL PARK & RESIDENTIAL BUILDING SHALL BE PROTECTED

WITH THE FOLLOWING SYSTEM:

01. Hose reel system connected with overhead & underground water tank.

02. Wet riser system connected with overhead & under ground water tank.

03. Yard hydrant connected with overhead & under ground water tank.

04. Automatic Sprinkler system.

05. Automatic Smoke Detection \ emergency Fire Alarm System.


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06. Fire Extinguishers of different category & capacity.

07. Fire Staircase/Exit.

08. Fireman switch in lift.

09. Earthling Conductor.

10. Fire Control room.

11. Overhead water tank.

12. Underground water tank.

13. Emergency & Escape Lighting.

14. Basement.

15. Exit & Travel Distance.

16. Corridors & Passageways.

17. Fire Doors.

18. Travel distance to Safe Area.

19. Refuge Area.

System Designed are as per: NBC Part IV (Fire & Life Safety)

According to NBC, Project this falls under :

Group F with Sub-division F-2 & Group A With Sub-division A-5

As per NBC Part 4- Fire Fighting System required as under:-

Fire Extinguishers

Hose Reel

Wet Riser

Yard Hydrants

Pressurization of Enclosed Staircase

Lift Lobby

Fire Doors

Automatic Smoke Detection \Fire Alarm System

Automatic Sprinkler System the Basement Plan.

Underground Static Water Storage Tank

Terrace Tank

Pump near Underground Static Water Storage Tank

5.1 FIRE FIGHTING SYSTEM DESCRIPTION

Hose reel- Wet riser- Yard Hydrant for Both Apparel Park & Residential Building

In BOTH BUILDINGS the Wet riser/Hydrant & Hose Reels system will be connected through

M S “C” class pipe Line at each floor along with basement and ground floor area. The pipe line

sizes will be respectively from 250 mm dia to 80 mm dia with NRV, gate valves / ball valves


30

including fittings like Tee, Sockets, Bends, Flanges, special design fire hydrant valves, hose reel

etc.; these pipe lines will be connected with main header of through Pump with M.S. “C” class

pipe with Underground Water Tanks as well as with overhead tank. Wherever necessary a 4 mm

thick water proof coating membrane has to be applied on underground pipes at Maximum at 1.2

Mt Depth.

A suitable pumps of 137m3/hr as a main pump of 88 Meter WC Head has to be connected with

the said system at ground level for whole buildings as well as Jockey pump of 10.8 m3/hr of

88Meter WC Head for pressuring the system for RESIDENTIAL Building.

A suitable pumps of 137m3/hr as a main pump of 88 Meter WC Head has to be connected with

the said system at ground level for whole buildings as well as Jockey pump of 10.8 m3/hr of 88

Meter WC Head for pressuring the system for APPAREL PARK.

These BOTH BUILDING pumps will be connected with their individual electrical supply panel

having a manual or auto change over either by MPEB or by DG set, so that at any hour the

electrical supply shall be provided to the said pump at any cost. This system will also be

connected with one fire brigade supply connection for an emergency (in case if specifically

stored water was consumed or used in case of an emergency). One similar capacity of diesel

pump set will be installed as a standby for both premises separately. There is also draw out

connection for taking water in case of emergency when pump fail to suck the water.

Similarly a yard hydrant at equal distance, around the both the

building will have to be provided. This system will be interlinked

with wet riser system also.

Pl. Note: Minimum one set of hydrant valve constructed in Gun

Metal/SS having ISI mark, Hose box, Hoses, Shutoff nozzle and hose

reel of 30 Mtr. Length will be installed at each floor area.


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5.2 SPRINKLER SYSTEM

Refer Annexure – I Table – 23 NBC

FOR Apparel Park Suitable pumps of 137m3/hr as a Sprinkler pump of 80 Meter WC Head has

to be connected with the said system. The Sprinkler system is only for the common Basement

Parking area, for Club Hotel area and also to be provide in the Ground to Forth Floor Hall Area .

It will be provided with pipes sizes having dia from 25 mm to 150 mm dia & all fittings like tee,

sprinkler alarm valve with gong bell ,control valves, draining & testing assembly Butterfly

valves etc. These sprinklers will be such distributed & so designs and installed that it will cover

complete enclosed area of all floors from Ground to Fourth Floor , to the Hall area & Basement.

Flexible drop will be used in Sprinklers wherever the false ceiling will come for better fixation of

Sprinkler.

For Residential BUILDING separate pump for Sprinkler system is not required & Sprinkler

system will be provided in the basement parking area. It will be provided with pipes sizes

having dia from 25 mm to 150 mm dia & all fittings like tee, sprinkler alarm valve with gong

bell ,control valves, draining & testing assembly Butterfly valves etc. Also Sprinkler Alarm

Valve to be provided in Sprinkler line to distinguish the fire in the basement area. Sprinkler will

be distributed as per 3mtr spacing on both side, so that it will cover all the area of basement.


32

Refer Annexure – I Table – 23 NBC

5.3 SMOKE DETECTION AND AUTOMATIC FIRE ALARM SYSTEM

In RESIDENTIAL Building Automatic alarming system will be installed in to alert the security

personnel’s. This system is so placed & installed that each & every person may reach to it

approach in case to any emergency. An alternate supply shall be provided to the system so that it

may work in case to Main electricity failure. A hooter on each floor will be provided. An

automatic smoke detection system will be also attached with above said system. This System

also installed in electric cable ducts, lift lobbies etc .Normal conventional Fire Alarm System is

provided in the residential block area which comprise one hooter & one Manual call Point.

In APPAREL Park Automatic smoke detection & alarming system will be installed in to alert

the security personnel’s, as at which exact point the fire has taken place & to do needful

evacuation & fire fighting in case of need. This system is so placed & installed that each & every

person may reach to it approach in case to any emergency. An alternate supply shall be provided

to the system so that it may work in case to Main electricity failure. Smoke detector will be

placed as per standards at 3mtr equidistance from both side & also above false ceiling, cable

ducts, lobbies, control Panel room etc. Also Hooter & Manual Call Point shall be placed at all

exits, entry & at staircase of each floor. Also further if floor length is quite large then at

equidistance it will be provided extra.

Refer Annexure – I Table – 23 NBC Part – IV & IS: 2189


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5.4 FIRE EXTINGUISHERS

In Both the Buildings, a suitable quantity of First Aid Portable type Fire Extinguisher of

following capacity - ISI mark

01. DCP / ABC 6Kg

02. Water CO2 9 Ltr.

03. Co2 type F/Ext. 4.5 Kg.

Will be installed at each/ or part of each floor near the fire staircase and near regular staircase in

proper quantity to fight against initial & small fires. These Fire Extinguishers shall be maintained

properly. And Extra Fire Extinguisher will provide near Hall Area, Kitchen & Dinning Hall

Area.

0.4 22.5ltr / 25kg Foam Trolley, Co2 Trolley & Powder Trolley will be installed in both the

building in Control Rooms, near DG Sets, dining area, Kitchen, Large public area gathering, &

other hazardous area.

Refer Annexure – I Table – 23 NBC Part – IV & IS: 2190.

FIRE STAIRCASE / EXIT & CORRIDORS & PASSAGEWAYS

For BOTH BUILDINGS Exit Corridors Passageways & Staircase have to be design observing

NBC. A Fire staircase in Building having more then 400sq Mtr. constructed area will be

provided. Such Exit or staircase will be opened to the ground floor. An access control doors will

be installed at each floor level on such staircase/ exit. Such staircase will be having sufficient

light & air ventilation


34

.

Refer Annexure – I Clause - 4.8, 4.9 NBC Part – IV & IS: 2190.

EXITS / TRAVEL DISTANCE

Adequate provision of Exits on all floors as per NBC Part - IV for this category of occupancy

have been made to meet Life Safety needs matching the prescribed Travel Distance requirements

leading to place of Safety.

Refer Annexure – I Clause – 4.2, 4.63 Table 21, 22, Clause 6.4 NBC Part – IV.

FIRE LIFTS

In Both buildings Two Fire Lifts for every

floor for minimum 6 passengers is to be

provided. Lift should be conforming to the

fire safety standards having solid doors

along with an alternate source of supply with

firemen switch and having fire rating of 2

hour’s is compulsory.

Refer Annexure – I Clause 4.15 NBC Part – IV

EARTHING CONDUCTOR

In Both Building Copper earthing conductor shall be provided by electrical agency. This

conductor will be earth with the help of a suitable armoured cable at ground floor with proper

earthing material.


35

FIRE CONTROL ROOM

A BOTH BUILDING having all such fire fighting arrangement will have proper safety &

security guards. A common & centralize room will be provided at ground floor to keep a watch

on all such activities.

A Fire Control Room equipped with Main Control Panel of Automatic Smoke / Fire Detection &

Alarm System, Communication System, Public Address System to all floors, facilities for

receiving the messages from each floor, details of floor plans, details of Fire Fighting

Equipments Panels and Indication, in the complex has to be provided. An Electrical Control

Room shall also be treated as Fire Control Room.

Refer Annexure – I Clause C-5 of Annex – C NBC Part – IV.

OVERHEAD WATER TANK

For RESIDENTIAL BUILDING an RCC overhead water tank having capacity of 5000 Litres

will be provided on top of each building (terrace). Such tanks must have a bye pass control valve

for cleaning. Same tank must be connected to the main pipeline of Hose reel, wet riser system.

Such tank must be filled always and properly cleaned at regular interval.

For APPAREL PARK an RCC constructed overhead water tank having capacity of 10000

Litres will be provided on top of building (terrace). Such tank must have a bye pass control

valve for cleaning. Same tank must be connected to the main pipeline of Hose reel, wet riser

system. Such tank must be filled always and properly cleaned at regular interval.


36

UNDERGROUND WATER TANK

For both BUILDING an RCC / PCC underground water tank of capacity 1.75 Lacs Litres will

be provide at ground/ basement level having two equal parts with common sump and control

valves. Such sump and control valves are provided for repairing and maintenance of the either

side of the tank.

At any case such tank will not be kept empty. In case of maintenance it is mandatory that one

part of the tank will be kept filled always.

All the above said wet riser, sprinkler, yard hydrant; hose reel system will be connected through

pump with this tank.

Refer Annexure – I Table 23 NBC Part – IV & IS: 9668.

EMERGENCY & ESCAPE LIGHTING

FOR BOTH BUILDING Emergency lighting powered from independent source capable of

indicating clearly the escape routes & exit points and identifies the MCP’s & Fire Fighting

Equipments.


37

Refer Annexure – I Clause – 4.16 & 4.17 NBC Part – IV.

REFUGE AREA

For Both BUILDING Suitable Refuge area shall be provided after 18 Mtr. height. Refuse area

will be open to sky. All road side open balconies will be considered as refuge area

Refer Annexure – I Clause 4.12 & Clause C – 1.11 of Annex – C NBC Part - IV.

ACCESS TO FIRE TENDER

For RESIDENTIAL BUILDING a clear access area of 7.5mtr & for APPAREL PARK

BUIDLING a clear access way of 6Mtr wide with turning radius of not less than 9.0 Mtr shall be

made available around the building for easy movement of Fire Tenders/ Rescue Vehicles.

Wherever this access way is above the basement roof slab; the same shall be strengthened to take

the load of Fire Tender weighing up to 45 tones. These access ways shall be always kept free

from any obstruction as per the bylaws.

5.5 FIRE SMOKE EXHAUST SYSTEM

For Both Buildings in order to prevent the Entire Building from the Fire Smoke, it is Proposed to

Provided the Proper, Sufficient & Effectively Fire Smoke Exhaust System / Good Ventilation

System on each floor throughout the entire Building, which can be evacuate the Fire Smoke out

from the entire building at the time of Fire incidence. The Provision of Fire Smoke Exhaust

system should be designed in proper, Effectively & Sufficient way, which can be exhausting the

overall Fire Smoke from the entire Building.


38

6.0 PROJECT MONITORING

Pollution monitoring program includes periodic analysis of air, ground water, soil and wastewater

samples. Ground water and soil samples at representative locations within and nearby the project

site will be periodically analyzed to detect contamination if any.

In the event of any contamination, concerned authorities will be intimated immediately and

appropriate corrective action in consultation with an approved technical agency will be initiated.

6.1 MONITORING STRATEGY

The monitoring of various environmental parameters is necessary and is a part and parcel of the

environmental protection measures. Monitoring is as important as that of control of pollution

since the efficiency of control measures can only be determined by monitoring.

A well-defined environmental monitoring program would be employed to monitor the

environmental attributes to check whether they maintained within the permissible limits.

The following Environmental attributes would be monitored:

Air pollution and meteorological aspects

Water and waste water quality

Noise levels

Soil characteristics

Ecological preservation and up gradation

Maintenance of water conservation methods

Maintenance & operation of STP

Locations and frequency of monitoring would be as per the guidelines of MPPCB/CPCB and

MOEF.

6.2 Ambient Air Monitoring

As per MOEF there is a need to identify 3 ambient air stations at 120o angle keeping the main

source in the center. The ground level concentrations of suspended particulate, sulphur dioxide

and nitrogen oxides in the ambient air outside the project boundaries and in the adjoining areas

will be monitored at regular intervals. Any deviation from predicted/expected values will be

investigated and necessary action will be taken.


39

6.3 Noise Monitoring

Noise levels in the complex will be monitored periodically. If any deviation is observed necessary

corrective measures will be taken.

Monitoring noise levels is essential to assess the efficacy of maintenance of schedules undertaken

to reduce noise levels and noise protection measures. A good quality sound pressure level meter is

essential for this purpose. Noise surveillance is for the benefit of the well being of residents and to

keep track of sources.

6.4 Water Quality Monitoring

Ground water near the project site will be routinely tested for its quality. No contamination of

ground water and surface water is expected. However the water will be periodically tested for

any change of water quality.

The effluents/sewage coming out of the complex should be monitored regularly. Ground water is

recommended to be monitored in at least two points in the direction of ground water flow to keep

surveillance on the ground water quality.

6.5 Sewage Treatment Plant

The operations of STP are monitored to ensure the quality of treated water and discharge of waste

water into municipal sewage system. The de-silting of sludge on regular basis needs to be

ensured.

6.6 BUDGET FOR EMP:

The details of activities and expenses to be incurred on EMP are presented below.

Table no.8 EMP Budget

The recurring expenditure includes maintenance of green area & landscape, monitoring of

environmental attributes and maintenance & operation of STP and rain harvesting system.

S.No. Component Amount

Rs Lakhs

1 STP & Rainwater Harvesting 100

2 Green Belt Development 35

3 Monitoring 10

Total 145

Recurring Expenditure 25


40

The budget for the components of EMP will be a part of project cost while the recurring

expenditure will be met from the maintenance charges collected from residents on monthly basis.

Implementation

The Environmental Management will be implemented by the project promoters through a

responsible in charge person, appointed exclusively for the purpose, with the help of assistants.

6.7 ENVIRONMENT MANAGEMENT PLAN

Environmental Management Plan (EMP) is the key to ensure a safe and clean environment. The

desired results from the environmental mitigation measures proposed in the project may not be

obtained without a management plan to assure its proper implementation & function. The EMP

envisages the plans for the proper implementation of mitigation measures to reduce the adverse

impacts arising out of the project activities. EMP has been prepared addressing the issues like:

• Pollution control/mitigation measures for abatement of the undesirable impacts caused during

the construction and operation stage

• Institutional set up identified/recommended for implementation of the EMP

• Post project environmental monitoring programme to be undertaken

• Expenditures for environmental protection measures and budget for EMP

Proposed Environmental Mitigation Measures

These measures together constitute part of Environmental Management Plan (EMP). The

environmental mitigation measures for construction and operation phases has been given in

Table – 6.1.


41

Table – 9 : Proposed Environmental Mitigation Measures

Area Mitigation Measures

Construction Stage:

Water quality • Toilet and drinking water facilities for construction workers will be provided

by the contractor at the construction site to avoid unhygienic condition at site.

Air quality • Dust suppression measures will be undertaken such as regular sprinkling of

water around vulnerable areas of the construction site by suitable methods to

control fugitive dust during earthwork and construction material handling/

over hauling.

• Properly tuned construction machinery & vehicles in good working condition

with low noise & emission will be used and engines will be turned off when

not in use.

Noise level • Protective gears of such as ear mufflers etc. will be provided to construction

personnel exposed to high noise levels.

Solid wastes • Waste construction materials will be recycled and excess construction debris

will be disposed at designated places in tune with the local norms.

Landscape • Appropriate landscape including plantation of evergreen and ornamental

flowering trees, palms, shrubs and ground covers at open spaces within the

complex will be done, which would serve the dual purpose of controlling

fugitive dust and improving the aesthetics of the area.

Safety • Adequate safety measures complying with the occupational safety manuals

will be adopted to prevent accidents/hazards to the construction workers.

Operation Stage:

Water quality • Sewage will be treated up to the tertiary level in the proposed STP.

• Entire treated sewage will be reused for toilet flushing and horticulture.

• Regular monitoring of STP effluent quality will be carried out as per norms.

Air quality • Back up DG sets will comply the applicable emission norms.

• Adequate stack height for DG sets will be provided as per norms.

• Back up DG sets will be used only during power failure.

• Regular monitoring of emissions from DG sets and ambient air quality will be

carried out as per norms.

Noise level • DG sets will be installed in the basement to minimize the vibration and

impact on ambient noise.

• DG room will be treated acoustically as per norms to control the noise from

DG sets.

• Pumps, STP, Compressors, DG sets etc. will be properly maintained for fuel

efficiency and noise control.

• Personal protective equipment will be provided to the maintenance staff

working in high noise areas.


42

Solid wastes • Solid wastes will be segregated into organic and inorganic components.

• The recyclable inorganic wastes will be sold to prospective buyers.

• The bio-degradable wastes will be collected in the secondary processing area

and fed to an Organic Convertor the compost will be used as manure.

• Dewatered / dried sludge from STP will be used as manure in horticulture.

Hazardous waste • Used / spent oil from DG sets will be sold to registered recyclers.

Rainwater

harvesting

• Adequate rainwater harvesting will be provided by means of recharge into the

groundwater.

Fire protection • Adequate fire protection facilities will be installed including fire detectors,

fire alarm and fire fighting system as per National Building Code of India.

Landscape • Proper maintenance of landscape round the year including replacement of the

decayed plants.

Safety • Adequate safety measures complying to the occupational safety manuals to

prevent accidents/hazards to the maintenance workers.

Others • The building will be provided with disabled-friendly design, timber-free

construction, energy efficient lighting & ventilation, and control of indoor

environment.

• Undertaking all necessary pollution control measures to maintain the

emissions and discharges within the prescribed/stipulated limits.

It is imperative that the Project Authority set up regular monitoring stations to assess the quality

of the surrounding environment during construction and after the commissioning of the project.

An environmental monitoring programme is important as it provides useful information and

helps to:

• Verify the predictions on environmental impacts presented in this study,

• Assist in detecting the development of any unwanted environmental situation, and thus,

provides opportunities for adopting appropriate control measures, and

• Evaluate the performance and effectiveness of mitigation measures proposed in the EMP and

suggest improvements in management plan, if required,

• Satisfy the legal and statutory obligations.

The post project monitoring plan including areas, number and location of monitoring stations,

frequency of sampling and parameters to be covered is summarized in Table - 2. The monitoring

will be the responsibility of EMC.


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The post operational monitoring programme will be under the supervision of the Site Engineer at

the project site. Monitoring will be get carried out by recognized laboratories.

Table -10 : Environmental Monitoring Plan – Operation Phase

Source Monitoring Location Parameters to be

Monitored Frequency

DG set emissions DG stacks PM10, PM2.5, SO2,

NOx

Twice a year or as per

conditions of EC or as per

requirement of

CPCB/SPCB

DG set noise At 0.5 m distance from

DG enclosure/ DG room

Noise level Twice a year or as per


requirement of

CPCB/SPCB

Sewage

Treatment Plant

Inlet and Outlet of STP pH, BOD,

Suspended Solid,

Oil & Grease



requirement of

CPCB/SPCB

Ambient Air

Quality

At 2 locations (one inside

the project site and one at

boundary of the project

site along predominant

wind direction)

PM10, PM2.5, SO2,

NOx and CO



requirement of

CPCB/SPCB

Ambient Noise At 2 locations (one inside

the project site and one at

boundary of the project

site nearest to residential

area)

Day and night

equivalent noise

level



requirement of

CPCB/SPCB


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6.8 Environment Management Cell

The composition of the Environment Management Cell and responsibilities of its various

members are given in Table – 6.3.

Table -11 : Environment Management Cell

S. No Level & Person Proposed Responsibility

1. Corporate Level:

Environment

Department

• Environmental policy and directions

• Overall responsibility for environment management and decision

making for all environmental issues

• Ensuring legal compliance and interaction with regulatory

agencies

2. Project Level

(Construction):

Site In-charge

• Environmental management & pollution control during

construction stage

• Installation of pollution control facilities and implementation of

the conditions of Environmental Clearance and Consent to

Establish

• Environmental monitoring during construction stage

• Secondary responsibility for ensuring legal compliance during

construction stage

3. Project Level

(Operation):

Building Manager

• Environmental management and operation & maintenance of

pollution control facilities during operation stage

• Environmental monitoring during operation stage

• Secondary responsibility for environment management and

decision making for all environmental issues

• Secondary responsibility for ensuring legal compliance and

interaction with regulatory agencies during operation stage

conceptual plan - welcome to...

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