PROJECT REPORT FOR PROPOSED
MIXED USE DEVELOPMENT PROJECT
“H M CAPITAL”
At
Survey No. 44 P, 45 P, 127 P,128 P and 129 P,
Munnekollalu Village,
Varthur Hobli,
Bangalore East Taluk, Bangalore.
Submitted By
M/s H M Constructions,
HM Geneva House,
14, Cunningham Road,
Bangalore - 560 052.
Submitted to
State Environment Impact Assessment Authority,
Karnataka.
ENVIRONMENTAL CONSULTANTS
M/s. AQUA TECH ENVIRO ENGINEERS,
# 3391, 6th Main, 3rd Cross, RPC Layout,
Vijaynagra II Stage, Bangalore – 560 040.
Tele Phone: 080 - 23141679
Fax: 080 – 23148166
INDEX
SL NO
1
2
DESCRIPTION
APPLICATION IN FORM I
APPLICATION IN FORM I A
ANNEXURE TO APPLICATIONS
PAGE NO.
1-13
14-21
1 - 93
A
COMPREHENSIVE PROJECT REPORT
1-7
B
SOURCE OF WATER FOR THE PROPOSED PROJECT
8-9
C
SEWAGE GENERATION AND ITS DISPOSAL SYSTEM, TREATED
SEWAGE DISPOSAL & DESIGN DETAILS OF SEWAGE TREATMENT
PLANT
10 - 14
D
WATER BALANCE CHART
15
E
WATER REQUIREMENT AND SEWAGE DISPOSAL DURING
CONSTRUCTION PHASE
16
F
SOLID WASTE GENERATION & MANAGEMENT
(CONSTRUCTION & OPERATION PHASE)
17 - 20
G
ENVIRONMENTAL MONITORING AND MANAGEMENT PLAN (EMP) FOR
CONSTRUCTION AND OCCUPANCY PHASES
21 - 32
H
RAIN WATER MANAGEMENT PLAN
33 - 34
I
DISASTER MANAGEMENT PLAN FOR PRE-CONSTRUCTION PHASE
J
EMP FOR CONTROL OF DUST AND NOISE DURING
CONSTRUCTION PHASE.
35
36 - 37
K
RISK ASSESSMENT & MANAGEMENT PLAN
38
L
SOIL INVESTIGATION REPORT
M
TRAFFIC MANAGEMENT MEASURES
56
N
ENERGY CONSERVATION ASPECTS PROPOSED IN THE PROJECT
57
0
PROJECT RELATED DRAWINGS AND PLANS
58
39-55
M/s. H M Constructions
“H M Capital”
Annexure &
Details to Application in
Form 1 and Form 1A
1 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE – A
COMPREHENSIVE PROJECT REPORT
PROJECT AT GLANCE
PROPOSED PROJECT
Mixed use development project consisting of Residential
Apartment (1150 flats) and Commercial facilities (Office /
Retail and Multiplex with 1584 seating capacity)
LOCATION
“H M Capital”,
Survey No. 44 P, 45 P, 127 P,128 P and 129 P,
Munnekollalu Village,
Varthur Hobli, Bangalore East Taluk, Bangalore.
TOTAL PLOT AREA
60,905 sq m (15.05 Acres)
TOTAL BUILT UP AREA
2,89,894.29 sq m
TOTAL COST OF PROJECT
Rs. 534,00,00,000/(Rupees Five Hundred and Thirty Four Crores Only)
NO. OF FLOORS PROPOSED
Project consist of
 Residential Apartment with 1150 flats in 2 Basements,
Ground and 14 Upper Floors (Two Buildings and
Eight Towers)
 Commercial facilities (Office / Retail and Multiplex with
1584 seating capacity) with 3 Basements, Ground and
6 Upper Floors.
CAR PARKING DETAILS
Total No. of parking space proposed is 2341 Cars
WATER SUPPLY
Water supply is from BWSSB sources.
PROPOSED SANITATION
Under Ground Sanitary System Facility for conveying the
wastewater to the Proposed Sewage Treatment Plant.
SOLID WASTE MANAGEMENT
Collection and Segregation at source of generation and the
Organic waste will be treated in Organic Converter and the
Inorganic Waste will be sent for recycling.
AIR POLLUTION/ NOISE
GENERATION SOURCE
7 X 250 kVA (Residential) and 3 x 2000 (Commercial facilities)
capacity DG sets with acoustics are proposed to be provided
with adequate stack height.
2 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
BACKGROUND OF THE PROPOSED APARTMENT PROJECT:
M/s H M Constructions, HM Geneva House, 14, Cunningham Road, Bangalore - 560 052, intend to
develop Mixed use development project “H M Capital”, consisting of Residential Apartment and
Commercial facilities (Office / Retail and Multiplex) at Survey No. 44 P, 45 P, 127 P,128 P and 129 P,
Munnekollalu Village, Varthur Hobli, Bangalore East Taluk, Bangalore. The project is designed in
accordance with the bye laws of planning authority.
LAND USE PATTERN FOR THE PROPOSED PROJECT:
No.
1
2
3
4
4
Particulars
Total Plot area
Ground Coverage area
Paved area
Civic Amenities
Landscape area
On natural earth
On podium
3 PROJECT REPORT
Area in sq m
60905.18
17918.86
20363.39
2261.19
Area in Acres
15.04
4.42
7.31
0.558
Percentage
100
29.42
33.43
3.7
15713.53
4648.21
4.77
1.148
33.4
M/s. H M Constructions
“H M Capital”
AREA STATEMENT FOR THE PROPOSED PROJECT:
a. Area statement for Residential Apartment:
Built up Area in sq m
(Building 1)
Built up Area in sq m
(Building 2)
Total
Sl.
No.
Description
1
L-Basement
24157.91
24157.91
2
U-Basement
24157.91
24157.91
3
G Floor
1470.88 1591.47 1583.74 1448.20 1629.37
816.68
1776.04 1593.3 11909.74
4
1st Floor
1374.62 1501.47 1490.72 1363.60 1531.72
855.01
1640.66 1493.58 11251.38
5
2nd Floor
1440.49 1562.76 1562.91 1424.89 1590.01
798.91
1743.90 1568.78 11692.65
6
3rd Floor
1440.49 1562.76 1562.91 1424.89 1590.01
751.21
1743.90 1568.78 11644.95
7
4th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
617.69
1743.90 1568.78 11511.43
9
5th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
606.36
1743.90 1568.78 11500.1
10
6th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
677.17
1743.90 1568.78 11570.91
11
7th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
677.17
1743.90 1568.78 11570.91
12
8th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
677.17
1743.90 1568.78 11570.91
14
9th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
-
1743.90 1568.78 10893.74
15
10th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
-
1743.90 1568.78 10893.74
16
11th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
-
1743.90 1568.78 10893.74
17
12th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
-
1743.90 1568.78 10893.74
18
13th Floor
1440.49 1562.76 1562.91 1424.89 1590.01
-
1743.90 1568.78 10893.74
19
14th Floor
334.17
-
449.20 338.36
20
Total
Tower F
Tower
(Including Tower
Tower A Tower B
Tower D Tower E
C
club
G
house)
4 PROJECT REPORT
355.21 363.77 339.36
390.43
209628.00
Tower
H
2570.5
M/s. H M Constructions
“H M Capital”
b. Commercial facilities (Office / Retail and Multiplex):
Sl.
Description
No.
Built up area in sq m
1
1-Basement
7906.42
2
2-Basement
10962.66
3
3-Basement
10962.66
4
Ground Floor
5324.87
5
1st Floor
7518.28
6
2nd Floor
7518.28
7
3rd Floor
7518.28
8
4th Floor
7518.28
9
5th Floor
7518.28
10
6th Floor
7518.28
11
Total
80266.28
SUMMARY OF AREA STATEMENT:
Sl.
Description
No.
Built up area in sq m
1
Residential with 1150 flats
209628.00
2
Commercial (Office / Retail and Multiplex with
1584 seating capacity)
3
Total
80266.28
289894.28
CAR PARKING STATEMENT:
No.
Activity
Floor
Car Parking Proposed
1
Residential Apartment
Basement floor
1287
2
Commercial facilities (Office /
Basement floor
Retail and Multiplex
1054
3
Total
5 PROJECT REPORT
2341 parking spaces
M/s. H M Constructions
“H M Capital”
AIR POLLUTION SOURCES & ITS MANAGEMENT:
The anticipated power required for the project (about 8000 kVA) will be supplied from BESCOM. The
primary sources of air pollution from the establishment are from the operation of diesel generator sets. The
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 breakdown of power supply BESCOM. The details of capacities &
fuel consumption for the DG sets are given below.
Air Pollution Sources for the Proposed Project:
Sl. No
Stack Details
Physical Details
Stack Attached to
D.G Set
1
Capacity
2
Fuel quantity
3
4
Fuel used
Stack height
5
Stack diameter
Residential Apartment: 7 X 250 kVA
Commercial facilities: 3 X 2000 kVA
53 L/hr and 420 L/hr for each DG set of 250
kVA and 2000 kVA capacity respectively.
Ultra Pure Low Sulphur Content Diesel
Chimneys (Above roof level) of 5 m and 8 m
respectively for 250 kVA and 2000 kVA
respectively
80 mm
1
Emission Details
Sulphur dioxide
2
3
Suspended Particulate
Matter (SPM)
Oxides of Nitrogen
250 kVA: 0.0166 g/s for each DG set
2000 kVA: 0.2222 g/s for each DG set
250 kVA: 0.0166 g/s for each DG set
2000 kVA: 0.1333 g/s for each DG set
250 kVA: 0.5111 g/s for each DG set
2000 kVA: 4.0888 g/s for each DG set
NOISE GENERATION SOURCES:
Major noise producing sources of the residential apartment is expected to be from DG set, Vehicular
movements from and to the proposed project. The DG sets are 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 sets are operated only during the emergencies when there is power failure.
6 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
PROJECTED COST OF THE PROJECT:
The total projected cost of the proposed project is presented as below:
Sl.
No.
1.
2.
Particulars
Land Cost
Construction Cost @ rate of
Rs. 1,350/sft of built up area
Cost in Rupees
Rs. 1,12,00,00,000
Rs. 4,21,10,04,456
Rs. 5,33,10,04,456/Or say
Rs. 534,00,00,000/Rupees Five Hundred and Two Crores Only
TOTAL
7 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
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 water required for the project will be supply from BWSSB source.
DETAILS OF WATER CONSUMPTION OF THE PROJECT:
The project being mixed use development project, water demand is for domestic purpose, public uses and
firefighting purposes. It includes the quantity of water required 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 for Residential development is 135 litres/capita/day (LPCD), 15 LPCD for Multiplex and
45 LPCD for Office / Retail facility. The details of domestic consumption for Residential Development is as
follows:
Sl.
No.
1
Utility
Drinking
Consumption in Litres per
capita per day
5
2
Bathing
20
3
Cooking
5
4
Washing of clothes
5
Utensils washing
6
Washing of floor
7
Flushing of Toilets
45
8
Others
20
Total
40
135
The anticipated water demand is worked out by taking into consideration that the project is fully developed.
8 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
WATER CONSUMPTION OF THE PROPOSED PROJECT:
No.
1
1.1
1.2
1.3
2
2.1
2.2
2.3
3
Water consumption details:
Residential Apartment:
Total no. of flats: 1150 flats
Number of Occupants:
(Assuming occupancy rate as 5 people/flat): 1150 X 5 = 5750 persons
Water requirement of the activity by considering water requirement as 135 LPCD
= 5750 X 135 = 7,76,250 Litres/day or say 777 KLD ---- (A)
Considering 10% extra for club house: 77.7 Litres / day or say 78 ---- (B)
Total water requirement of the Residential Apartment = (A) + (B)
= 777 + 78
= 855 ----- (1)
Commercial Facilities (Office / retail and Multiplex with 1584 seating capacity):
Water requirement for Office / Retail Activity:
FAR area: 35,340 sq m
Considering 1 person for every 10 sq m of FAR area
Contributing population: 3534 persons
Water requirement at the rate of 45 LPCD
Water requirement of the activity: 3534 X 45 = 1,59,030 L/day or say 160 KLD ---- (A)
Water requirement for Multiplex:
Total number of seats proposed: 1584 seats
Water requirement at the rate of 15 LPCD
Water requirement of the activity: 1584 X 15 = 23,760 L/day or say 24 KLD ---- (B)
Water requirement of the Commercial facilities = (A) + (B)
= 160 + 24
= 184 KLD
 Considering 10% extra for incidentals: 18.2 or say 19 KLD
Total water requirement of the Commercial facilities= 184 + 19
= 203 KLD ----- (2)
Total water requirement of Mixed Use Development Project: (1) + (2)
= 855 + 203
= 1058 KLD
WATER DISTRIBUTION SYSTEM:
The proposed water supply scheme to cater to the public and domestic water requirement of the proposed
project consists of sourcing pre-treated 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 pumped to overhead tank. The OHTs are staged on terrace depending on the contour of its
distribution network.
9 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: C
1. 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 90 % of the water supplied comes out as sewage. Therefore,
the total quantity of wastewater generated from the proposed project is worked out as below.
Sl. Particulars
No.
1 Residential Apartment
2 Commercial Facilities:
 Office / retail
 Multiplex
 Total
3 Grand Total
Water
requirement
855 KLD
Wastewater generated *
Capacity of STP
769.5 or say 770 KLD
800 KLD
160 KLD
43 KLD
203 KLD
1058 KLD
144 KLD
38.7 or say 39 KLD
182.7 or say 183 KLD
953 KLD
200 KLD
1000 KLD
(* Assuming wastewater generation to be about 90% of the total water supplied)
Domestic wastewater generated from the proposed project will be conveyed to Sewage Treatment Plant of
capacity total capacity 1000 KLD for treatment and disposal.
2. TREATED SEWAGE DISPOSAL:
a. Toilet Flushing:
Sl
No
Description
1 Residential Apartment
Multiplex
2
Commercial Office / retail
and
3
Total
10 PROJECT REPORT
Flushing water
required (LPCD)
Total number of
occupants
Total flushing water
requirement
45
5750 persons
2,58,750 L/day or say
259 KLD
5
1584 persons
7,920 L/day or say 8 KLD
15
3534 persons
53,010 L/day or say 53
KLD
-
10868 persons
320 KLD
M/s. H M Constructions
“H M Capital”
b. Gardening:
Treated water used for gardening @ the rate of 5 L/sq m/day
Area available for landscape development: 20,361.74 sq m
Total water used for landscape development is 20,361.74 X 5
= 1,01,808.70 or say 1,02,000 L/day or say 102 KLD
C. Water Cooled Chillers Cooling Tower make up (Commercial facilities):
AC load in TR (Ton of Refrigeration) = 6000
Quantity of water required for AC = 7 L/TR
No. of working hrs/day = 12 Hrs
Water requirement = AC Load X Working Hours X Water requirement/TR
= 6000 X 12 X 7
= 5,46,000 L/day or say to use 531 KLD
3. DESING BRIEF OF SEWAGE TREATMENT PLANT:
TREATMENT METHODOLOGY ADOPTED:
1. Bar Screen:
The sewage is screened before treatment using mild steel grate bars. Any solid particles thus screened off
will be manually removed periodically and disposed. This process helps to avoid clogging of pumps in
further treatment.
2. Collection cum equalization:
The wastewater from apartment will be collected in this collection sump for equalization. The equalized
wastewater is passed into an aeration tank. Further, to keep the wastewater in this tank fresh and to get
uniformity, the contents in this sump are aerated by means of coarse membrane diffuser, which is fed by a
common blower.
11 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
3. Sequencing Batch Reactor Process:
The operating principles of a batch activated sludge process, or SBR, are characterized in six discrete
periods:
1. Anoxic fill
2. Aerated Fill
3. React
4. Settle
5. Decant
6. Idle
Anoxic Fill:
The influent wastewater is distributed throughout the settled to provide good contact between the
microorganisms and the substrate. Most of this period occurs without aeration to create an environment
that favors the procreation of microorganisms with good settling characteristics. Aeration begins at the
beginning of this period.
Settle Aerated Fill:
Mixed liquor is mixed with the influent flow in the motive liquid pump, and discharged, as motive liquid. This
initiates the feast period. Feast is when the microorganisms have been in contact with the substrate and a
large amount of oxygen is provided to facilitate the substrate consumption. Nitrification and denitrification
occurs at the beginning of this stage.
React:
During this period aeration continues until complete biodegradation of BOD is achieved. After the substrate
is consumed famine stage starts. During this stage some microorganisms will die because of the lack of
food and will help reduce the volume of the settling sludge. The length of the aeration period determines
the degree of BOD consumption. Aeration is discontinued at this stage and solids separation takes place
leaving clear, treated water above the sludge blanket. During this clarifying period no liquids should enter or
leave the tank to avoid turbulence in the supernatant.
12 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
Decant:
This period is characterized by the withdrawal of treated effluent from approximately two feet below the
surface of the mixed liquor by the floating solids excluding decanter. This removal must be done without
disturbing the settled sludge.
Idle:
The time in this stage can be used to waste sludge. The wasted sludge is pumped to Sludge holding tank
to reduce the volume of the sludge to be discarded. The frequency of sludge wasting ranges between once
each cycle to once every two to three months depending upon sludge volume index.
4. Filter press:
The excess sludge from sludge conditioning tank will be pumped to filter press, where it is subsequently
dewatered mechanically. This dewatered sludge can be used as solid manure for agriculture and
gardening.
5. Tertiary Treatment:
The treated water stored in the decant Water Tank will be pumped through Pressure sand Filter and
Activated Carbon Filter where the turbidity and residual BOD present will be completely minimized. The
treated water is then collected in the final collection tank. Before reaching this tank, chlorine solution is
dosed in to this water stream, with the help of a Dosing pump, to disinfect as well as to digest any residual
organic matters. The treated water so collected shall be pumped and used for gardening and irrigation.
Also, the same water shall be used for back washing of filters. The back wash drain, filter rinse drain and
the decanted water shall be pumped/drained back to the equalization tank. Low as 10 mg/L with tertiary
treatment.
13 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
TYPICAL SCHEMATIC FLOW CHART (800 & 200 KLD CAPACITY):
Raw Sewage
Bar Screen
chamber
Equalization Tank
Excess sludge
Disposed in to
Filter Press for
Drying
SBR
Decant Tank
PSF
ACF
Chlorine
Dosage
Final Holding
Tank
To Reuse for
Flushing /
Gardening purposes
14 PROJECT REPORT
SBR- Sequential Batch
Reactor
PSF- Pressure Sand
Filter
ACF- Activated
Carbon Filter
M/s. H M Constructions
“H M Capital”
ANNEXURE: D
WATER BALANCE CHART
Total Raw Water
demand (Start Up)
1058 KLD
Daily water Requirement
1058-320=738 KLD
Recycle for Toilet
Flushing
Wastewater generated 953 KLD
STP Designed for
Total capacity 1000 KLD
Toilet Flushing
320 KLD
15 PROJECT REPORT
Landscape
Development
102 KLD
AC Cooling tower
make up 531 KLD
M/s. H M Constructions
“H M Capital”
ANNEXURE: E
WATER REQUIREMENT & SEWAGE DISPOSAL DURING CONSTRUCTION PHASE
Domestic water requirements during construction phase.
Total number of manpower required
: 750
Water requirements @ of 100 LPCD : 750 x 100 = 75,000 L/day
Total domestic water requirements
: 75 KLD
Wastewater discharge (Considering 90% of water consumed comes out as wastewater)
= 75,000 X 0.90 = 67,500 L/day or say 68 KLD
The wastewater generated will be treated in Package Sewage Treatment Plant of 75 KLD Capacity.
16 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: F
SOLID WASTE GENERATION & ITS MANAGEMENT - CONSTRUCTION PHASE:
The total manpower
: 750
Considering solid waste generation @ 0.25 kg/capita/day
Total solid waste generation
: 750 x 0.25 = 187.5 Kg/day or
say 188 kg/day
The domestic wastes will be disposed through BBMP.
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,
and also electronic wastes. The quantity of solid waste generated from the proposed project is calculated
as follows.
Sl.
No.
Description
1
Residential
Apartment
Commercial
Facilities
Total
2
3
Occupants
5750 persons
5118 persons
10868 persons
Solid
waste Total quantity of solid waste generation
generation rate Total
Organic
Inorganic
assumed*
0.6 kg/person/day 3450 Kg/day 2070 Kg/day 1380 Kg/day
0.2 kg/person/day 1024 Kg/day
-
4474 Kg/day
614 Kg/day
410 Kg/day
2684 kg/day
1790 kg/day
(* Solid waste generation rate assumed as 0.6 kg/person/day for Residential Activity and 0.2 Kg/person/day
for commercial activity)
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 from the project will be treated in an organic converter and is used as
manure for Landscape or used as fuel. The inorganic solid waste is proposed to be recycled.
17 PROJECT REPORT
M/s. H M Constructions
18 PROJECT REPORT
“H M Capital”
M/s. H M Constructions
“H M Capital”
The compost formed by this method will have a pH value of 6.5 – 7.5 C: N ratio of 15:1 and organic matter
of 40 – 50%. There will not be any pathogens and the pellets manufactured will have a calorific value of
3500 to 4000 Kcal/Kg.
19 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
SECONDARY SLUDGE FROM STPs:
The solid waste generated from the STP’s 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
* Rate: 1000 m3/day and Sludge: 360 Kgs/Day
HAZARDOUS WASTE:
The Hazardous waste generated from the project is waste oil of about 500 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 waste (Management & Handling)
Amendment Rules, 2008.
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.
20 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE – G
ENVIRONMENTAL MANAGEMENT PLAN:
1. 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.
2. 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.
21 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
2.1 LEVELLING AND SITE CLEARANCE:
The proposed project has basement floors and excavation is necessary. The excavated earth will be
reused for backfilling, landscape development, paved area formation activity and excess will be disposed at
pre identified site.
Environmental Management Plan during Leveling and Site Clearance:
Environmental
Mitigation Proposed
Remarks
 Most optimum no. of operation by the heavy
To reduce noise level,
Impacts
Noise
generation:
Caused
due
Excavators
to
and
equipment.

Bulldozers
Selection of equipment with less noise with
generation.

Equipment
noise
provided
control
devices is only used.
The earth moving equipment shall be
periodically checked and maintained for noise
levels.

The workers will be provided with PPE such
as ear plugs
Dust generation:

Leveling operations
results in the emission
The site cleared will be periodically watered to Tertiary treated water
reduce dust emissions

of dust.
to be used.
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.
2.2 TRANSPORTATION OF CONSTRUCTION MATERIALS:
During the Transportation of construction materials, minimum no. of vehicles will be used. Most optimum
route is planned to reduce the impact of transportation activity on the environment.
22 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
Environmental Management during Transportation:
Environmental Impacts
Mitigation Proposed
Noise generation
 Quality fuel will be used.
 Periodic maintenance of vehicles is required.
 Quality packaging of the construction materials
Dust generation
 Construction materials will be covered with tarpaulin sheet to
prevent from being air borne.
 The vehicle speed shall 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.
 Periodic emission check for vehicles will be done.
Vehicular emissions
 Clean fuel will be used for vehicles.
2.3 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
Noise generation
Mitigation Proposed
 Less noise generating equipment
Remarks
Implementation
 Personnel Protective Equipment (PPE) such as ear responsibility:
plugs and helmets will be provided for workers
Contractor - Civil
 The working hours to be imposed on the Works
construction workers.
Dust generation
 PPE in the form of nose masks will be provided for Implementation
construction workers.
responsibility:
 Use of water sprays to prevent dust from being air Contractor
borne.
23 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
 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.
discharge  Sewage generated will be treated in Package STP.
Water
(Construction works)
Implementation
responsibility:
Contractor
Air Emissions from

Construction
machinery
Periodic check and regular maintenance of Implementation
construction machinery for emissions.
 Clean fuel are used in equipments
responsibility:
Contractor
2.4 WASTEWATER DISCHARGE:
The sewage generated from the labors during construction is estimated to be about 68 KLD will be treated
in Package STP of 75 KLD Capacity.
2.4.1 LABOUR CAMPS:
Environmental Management for Labor Camp:
Environmental
Impacts
Wastewater
generation
Mitigation Proposed
Remarks
Responsibility:
Contractor
Water for labor camps will be supplied in required Responsibility:
Usage of water
quantities.
Contractor
Implementation
Segregation of Dry Waste and Wet Waste.
Solid
waste
responsibility:
Adequate facilities to handle solid wastes shall be
generation
Contractor –
provided and will be disposed through BBMP.
maintenance.
2.5
Provision of adequate sanitation facilities.
DISPOSAL OF EXCAVATED EARTH:
The proposed project has basement floors and excavation is necessary. The excavated earth will be
reused for backfilling, landscape development, paved area formation activity and excess will be disposed at
pre identified site.
24 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
2.6 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
FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS
(CONSTRUCTION ASPECTS)
Sl.
No.
1
2
3
4
5
6
7
8
9
10
11
Description
Environmental Management Plan during construction phase:
Using tertiary treated water for
• Sprinkling to control fugitive dusts
 Construction & curing purposes
 Flushing
Sewage Treatment Plant for Operation Phase
Potable water requirement for the construction workers
Maintenance of Vehicles and equipments
Top Soil Conservation
Temporary Storm Water Drains
Personal protection safety gadgets and health care.
First aid facilities for workers
Plantation of Saplings
Environmental Monitoring Plan (Air, Noise, Water and Soil).
TOTAL
Contingency at 10 %
TOTAL
25 PROJECT REPORT
Financial Provision in Lakhs
Capital
Recurring
Cost
Cost
2.0
2.0
2.0
120.0
2.0
2.0
5.0
2.0
2.0
10.0
149
14.9
163.9
1.0
1.0
1.0
1.0
2.0
1.0
1.0
1.0
2.0
11
0.11
12.1
M/s. H M Constructions
“H M Capital”
3. 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
3.1 AIR QUALITY MANAGEMENT:
The pollutants envisaged from the proposed project are SPM, SO2, NOx, HC and CO mainly due to burning
of liquid fuel (HSD) in DG sets. 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
Environmental Impacts
Mitigation Proposed

DG set
Ambient air quality
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 monitoring as per the prescribed norms at
regular interval.
3.2 WATER QUALITY MANAGEMENT:
Water requirement of project will be augmented through BWSSB Sources. Details of water requirement and
Water balance is presented in Annexure B & D respectively.
26 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
The sewage generated from the proposed project will be treated in the proposed STP of total capacity
1000 KLD. The treatment scheme for domestic sewage generated from project is discussed in Annexure C. 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

Treated with proposed Sewage Treatment Plant to produce tertiary
treated water which is reused for secondary purposes such as
Wastewater
flushing landscaping development etc.,
 Water conservation measures will be encouraged
3.3 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.
Noise Management during Operation Phase:
Environmental Impacts
Noise from DG set area
Mitigation Proposed

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
27 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
3.4 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.
3.5 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 rainy day of season. Necessary rain harvesting pit/recharge pit at every 30 m centre to centre have
been envisaged. 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).
3.6 LANDSCAPE DEVELOPMENT:
Vegetation is the natural extension of the soil ecosystem on a site. It can provide summer shade, wind
protection and a low-maintenance landscape that is adapted to the local environment. In the project about
250 trees of native / indigenous species of the below combination will be planted at site.
28 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
List of plant species proposed:
Sl.
No
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Proposed Trees
Botanical Name
Common Name
Michelia champaka
Sampige
Azadirachta indica
Neem
Plumeria alba
Temple tree
Pongamia pinnata
Indian Beech Tree
Cassia fistula
Gold shower tree
Alstonia scholaris
Indian devil tree
Murraya koenigi
Curry leaf
Dalbergia sissoo
Indian Redwood
Putrangia roxburghi
Putravanti
Mangifera indica
Mango tree
Tabebuia avellandae
Pink accent tree
Agle marmelos
Bilwa patra tree
Anthocephalus cadamba
Cadamba tree
Phyllanthus emblica
Amla Tree
Ficus carcia
Anjura/fig tree
4. MANAGEMENT OF SOCIO-ECONOMIC ISSUES:
1) Schools for laborer’s children
Temporary education centers (Creche) 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.
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 750 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.
29 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
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 checkup 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 proposed 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 project 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.
5. EMP IMPLEMENTATION SCHEDULE:
Phased according to the priority, the implementation schedule is presented in the following table:
Implementation Schedule for EMP:
No.
1
2
3
4
5
Recommendations
Air pollution control measures
Water pollution control measures
Noise control measures
Solid waste management
Green belt development
Requirement
Before commissioning of respective units
Before commissioning of the project
Along with the commissioning of the project
During commissioning of the project
Stage-wise implementation
The responsibility of EMP implementation lies with the project promoter for a period of 3 years. Once the
residents' society is established, the EMP responsibility will be properly handed over with clearly defined
procedures and guidelines.
30 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
FINANCIAL ALLOCATION AND BUDGETARY PROVISION FOR EMP ASPECTS
(OCCUPANCY PHASE)
Sl.
No.
1
2
3
4
5
6
7
8
9
Description
Operation of Sewage Treatment Plant
Reclaimed Sewage Distribution Network
Rain water harvesting tanks and its facilities
Ground water recharging pits & its management
DG sets acoustic & Maintenance
Landscaping
Solid waste management
Environmental Monitoring Plan per annum (Air, Noise, Water and
Soil)
TOTAL
Contingency at 10 %
TOTAL
31 PROJECT REPORT
Financial Provision in
Lakhs
Capital
Recurring
Cost
Cost
3.0
10.0
1.0
10.0
1.0
10.0
1.0
5.0
1.0
10.0
5.0
8.0
1.0
-
2.0
53
5.3
58.3
15
1.5
16.5
M/s. H M Constructions
“H M Capital”
6. ENVIRONMENTAL MONITORING ROUTINES:
A comprehensive monitoring program is suggested below:
Monitoring Schedule for Environmental Parameters:
Sl.
No
I
1.
Particulars
Stack monitoring
2.
i.
2.
i.
ii.
III
1.
Important
parameters for
monitoring
24 hourly sample
RSPM, SPM, SO2,
NOx
Air Quality
Ambient Air monitoring
Project premises
II
1.
Duration of
monitoring
Monitoring
frequency
Water and Wastewater Quality
Water Quality
Groundwater at two locations (upgradient and down-gradient) of treated
effluent discharge area/land
Wastewater quality
Inlet into STP
Treated effluent prior to discharge
Soil Quality
Within project premises at 1 location on
effluent discharging area/land
2.
Ecological preservation and up gradation
IV
Noise monitoring
1.
Project premises
32 PROJECT REPORT
Once
month
in
a
Once in a year
Grab
if required
SPM, SO2, NOx,
HC, CO
Once
month
Grab
As per KSPCB
requirements
NA
NA
-
in
a
NA
NA
Once
month
in
Seasonal
Once
month
in
6 Composite
sample
Visual
observations
As per KSPCB
requirements
6
As per KSPCB
requirements
Day and night
Survival rate
M/s. H M Constructions
“H M Capital”
ANNEXURE: H
RAINWATER MANAGEMENT PLAN
RAIN WATER HARVESTING:
The water collected from the terraces of the buildings shall 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 the 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 Quantity of roof top rainwater harvested from the proposed is calculated as under:
The top 13th floor area of the proposed project is about 17918.86 sq m
For rain water harvesting consider 75 % of this total area is 13,439.14 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 13,439.14 x 0.9
= 253.99 cum/day or say 254 cum/day
Rain water storage sump of total capacity 500 cum will be constructed to collect the rain water and is being
reused for domestic purposes.
33 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
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

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 amount 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 20363.39 sq m x 0.9
= 385.43 cum/day or say 386 cum/day
The amount 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 15713.53 sq m x 0.3
= 98.99 cum/day or say 99 cum/day
The Total amount of storm water = paved area + landscaped area
= 386 + 99 cum/day
= 485 cum/day
The 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 20 m centre to centre. 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.
34 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
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.
35 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: J
Environmental Management Plan for control of Dust and Noise pollution during construction
phase:

Barricades like metal sheets will be provided all round the premises of the project to avoid fugitive dust
emission into the neighboring area and frequent water sprinkling will also be carried out.
Environmental Impacts
1. Leveling and Site Clearance:
Noise generation: Caused
due to Excavators and
Bulldozers
Dust generation: Leveling
operations results in the
emission of dust.
Mitigation Proposed
 Most optimum no. of operation by the heavy equipment

Selection of equipment with less noise generation to be used

The earth moving equipment will be periodically checked and
maintained for noise level.

The workers will be provided with adequate PPE such as ear
plugs to reduce impact of high noise levels.

The site cleared will be periodically
emission of dust particles

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.
watered to reduce
 The workers will be provided with PPE such as nose masks and
goggles to reduce impact on health.
2. Transportation of Construction Materials:


Noise generation
Dust generation

Quality fuel will be used.

Periodic maintenance of vehicles is required.
 Quality packaging of the construction materials
 Construction materials will be covered with tarpaulin sheet to
prevent from being air borne
 The vehicle speed shall be regulated

36 PROJECT REPORT
The workers transporting materials will be provided with PPE
such as nose masks to reduce impact of air borne dust on
their health
M/s. H M Constructions
“H M Capital”
1. Construction Activities:

Noise generation
 Selection of Less noise generating equipment
 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.

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
37 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: K
RISK ASSESSMENT & MANAGEMENT PLAN
a. Construction Phase:
Sl.
No.
1
2
3
4
5
Potential
Mitigation
Accidental fire
Fall of objects
Working at great heights
Accidents
from
machinery
Electrical mishap
Fire safety gadgets.
Use of personal protection devices-helmets
Protection to prevent fall, with life safety belts and nets.
Personal protection gadgets
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 provided at pre-notified locations inside the building.
 Proper escape routes will be planned and displayed in the public domain.
 Selected representatives will be 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.
38 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: L
SOIL INVESTIGATION REPORT
39 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: M
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.
40 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE: N
ENERGY CONSERVATION ASPECTS PROPOSED IN THE PROJECT:
a. Energy Efficient motors, whose efficiency is not lower than the limits specified in section 8.2.2 of the
Energy Conservation Building Code will be installed.
b. Dry type Transformer with efficiency not lower than the limits specified in section 8.2.1 of the code shall
be considered.
c. Power monitoring, recording and check metering will be provided in the main LT panels on the incoming
feeders and individual outgoing feeders covering all parameters such as Current, Voltage, Energy & THDI
as stipulated in section 8.2.4 of the code.
d. Cable sizing and design of distribution system will ensure that the total distribution loss will not exceed
1% of the total energy consumed as stipulated in section 8.2.5.1 of the code.
e. Timer controls will be incorporated in the distribution board of external lighting to save energy as
stipulated in section 7.4 of the code.
f. Power conditioning equipment will be installed to limit THDI to 5% which shall also improve power factor
to 0.95 as stipulated in section 8.2.3 of the code.
g. Solar Lighting shall be provided at strategic locations in outdoor areas.
h. Water cooled Chillers are used instead of air cooled chillers which provide energy savings.
j. VFD drives shall be provided for secondary pumps for water cooled chillers and lifts which will result in
energy savings.
41 PROJECT REPORT
M/s. H M Constructions
“H M Capital”
ANNEXURE – 0
PROJECT RELEATED DRAWINGS & PLANS
42 PROJECT REPORT
SOIL EXPLORATION REPORT
7022
PROJECT NO
Construction of 2B+G+14 Residential Apartment at
Marathahalli (Old Airport Road) Bangalore
PROJECT NAME
1.
INTRODUCTION
M/s.H.M. lnfratech Pvt
Ltd are proposing to construct
residential
apartment 2B+G+14 at Marathahalli ( Old Airport Road) Bangalore, at the location
shown in Fig.1. Soil Exploration work was referred to this firm by M/s. H.M. lnfratech
Pvt Ltd, Bangalore, with a view to determining the soil properties of the area and to
arrive at the most suitable foundation system for the proposed structure. For this
purpose twentysix boreholes were bored upto
a
depth of 12 M below ground level.
The boreholes were terminated after drilling for the required depth in the very dense
disintegrated rock
layer. The boreholes locations are given in Fig.1. The work
comprised of conducting Standard Penetration Tests in the field and collecting
samples for testing in the laboratory. The report presents the details of the work,
analysis of test results and foundation recomrirendations made based on the
analysis.
2.
EXPLORATIONTECHNIQUE
Rotary Drilling technique was adopted for boring in this area. Casing
pipes and bentonite slurry were used to protect the sides of the boreholes. Standard
Penetration
Tests were conducted at change of layers and at specified intervals
Disturbed samples were collected in plastic bags from all the layers for visual
observation and classification
tests. Undisturbed samples could not be collected
since the soil layers met with were essentially cohesionless in nature.
SOIL PROFILE
3_
The profile of the area as observed in the boreholes is given in Figs.2
to 27. The top soil of 0.4 to 1.25M is non-uniform. The underlying layer is laterite
upto 2.0 to 8.25M followed by disintegrated rock. No water table was met with in the
boreholes at the time of exploratidn. However, perched water table is likely to occur
during rainy season.
4,
ANALYSIS OF TEST RESULTS
1.
Standard Penetration Test
2.
Grain Size Analysis
3
Determination of Specific Gravity
An analysis of the results of these tests were presented in this section
of the report
4.1
Standard Penetration Test
These tests were conducted at change of layers and at specified
intervals, commencing the test at 1.5 M below ground
level. The results
are
presented graphically in Figs. 2 to 27. . The relative density of the cohesionless
layers obtained from the N values are given in the bore logs.
4.
2
Grain Size Analysis
Combined sieve and hydrometer analyses were conducted on the
various samples collected. The results are given in Table-1. Based on the
proportion of the different soil constituents, the soil is classified using the Triangular
Chart
4.3 Determination of Specific Gravity
The specific gravities of the soil grains were determined from the
various sanrples collected. The results are given in Table-1. No abnormal value is
noted in the test results
P.N.7022
4
The settlement would be within 25mm
Over excavations in the foundation trenches should be refilled by lean
concrete
Even though water table is not met with at the time of exploration,
water table could rise to G.L during heavy rains.. The design should cater for this
contingency.
6.
EXCAVATIONPROCEDURE
1.
Vertical cuts could be given for excavation .. lf at any place
weak laterite is seen, a slope of 1.5 vertical to
t
horizontal would be required for
excavation
2.
3.
Normal excavators would be required for excavation
Slush formed by any water accumulation should be removed
and refilled by lean concrete.
4.
lf water accumulates in the foundation trenches, dewatering
should be done by pumping out water from a level lower than the foundation level to
maintain downward flow of water.
The exposed side of excavation should be covered by plastic
sheet during rainy season and sudace drain provided to prevent water from flowing
on the cut surface.
7.
CONGLUSIONS
1.
The area explored has got top soil of 0.4 to 1 .25M is non-
uniform. The underlying layer is laterite upto 2.0 to 8.25M followed by disintegrated
rock. No water table was met with in the boreholes at the time of exploration.
II
lj
However, perched water table is likely to occur during rainy season.
P.N.7022
a
J
5.
FOUNDATION ANALYSIS
5.1
Shallow Foundations
For the proposed structure shallow foundations can be given at any
depth from 1.5M, resting the foundation on the laterite/ disintegrated rock layer.
The safe bearing tapacity of these cohesionless layers could
be
computed using the formula,
Q"
(0.5yxBxNr+yDsNq) +2.5
=
Where,
B
Width of footing
v
Subrnerged unit weight of soil
taken as 1 gm/cc,
D_epth of surcharge
Df
Bearing capacity factors based
on the N values taken from Fig 28
Nv Nq
Based on the above
, the SBC that could be followed are as follows
for a minimum width of foundation of 1 M.
Depth
(M)
SBC
(kg/cm^2)
Without
with
Basement basement
1.5
1.5
3.0
2.O
2.5
4.5
3.0
4.0
6.0
4.0
7.5
Limited to
5.0
Limited to 5.0
Limited to 5.0
down
P.N.7022
2.Fortheproposedstructureshallowfoundationscanbegivenat
disintegrated rock layer
any depth from 1.5M, resting the foundation on the laterite/
r with the SBCs suggested for different depths'
3.Thesettlementoftheshallowfoundationwouldbewithin
25mm.
4.
overexcavationsinthefoundationtrenchesshouldberefilled
by lean concrete
5.
while
Suggested excavation procedure should be adoPted
undertaking the construction.
"
F.S.ENGINEERS PVT.LTD
NEW NO.98,(Old No.109) VELACHERY ROAD
GUINDY
(Dr.A. Verghese Ghummar)
Director
Dated: March 30th,2016
GHENNAI _ 600 032
P.N.7022
PROPOSED RESIDENDIAL APARTMEN FOR"M/S,HM GROUP"AT MARATHAHALLI , BANGALORE
l.: -- :
--'--
S
rcsr ptr locnrtorus
F.S.ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATTON DESIGN DIVISION
FIELD BORE LOG
DATE OF COMMENCEMENT
PROJECT : PROPOSED RESIDENTIAL APARTMENT FOR'M/S, HM GROUP" AT
MARA,THAHALLI,(OLD AIRPORT ROAD),BANGALORE.
BORE HOLE NO: 1
TYPE OF BORING
:
G.W.L : NIL
Oru
itro
><lrJ
STANDARD PENETRATION
TEST DATA
rqI
-d-l
o
J=
UJ
o
DESCRIPTION OF SOIL
I
F
rL
til
01.01.16
DATE OF COMPLET,ION: 01.01 .16
ROTARY DRILLING
)o
:
GRAPHIGAL
REPRESENTATION
OF PENETRATION
RESISTANGE
F=x
f;6u
o
10 20 30 40
LATERITE L1
(Reclclishish brown)
DISINTEGRATED ROCK DR1
Alumina content
(Brownish grey)
V.DENSE
V.DENSE
V.DENSE
zz
zz
DISINTEGRATED ROCK DR.I
(Brownish grey)
V.DENSE
z
12.00
z
V.DENSE
>50
F.S.ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISION
FIELD BORE LOG
DATE OF COMMENCEMENT: 02.01.16
PROJECT : PROPOSED RESIDENTIAL APARTMENT FOR "M/S, HM GROUP" AT
MARATHAHALLI,(OLD AIRFORT ROAD),BANGALORE.
BORE HOLE NO : 2
TYPE OF BORING
:
DATE OF COMPLETION
:
02.01.16
G.W.L : NIL
ROTARY DRILLING
STANDARD PENETRATION
TEST DATA
J
o
GRAPHICAL
o
=
J
tU
REPRESENTATION
OF PENETRATION
RESISTANCE
DESCRIPTION OF SOIL
!0
T
F
IL
IIJ
o
10 20 30 40
MEDIUM
LATERITE L1
MEDIUM
(Reddishlsh brown)
DISINTEGRATED ROCK DR1
Alumina content
(Brownlsh grey)
6.00
>50
7.50
>50
V.DENSE
18
V.DENSE
z
zz
zz
zz
,
z
V.DENSE
DISINTEGRATED ROCK DR1
(Brownish grey)
V,DENSE
z
12.00
z
V.DENSE
>50
F.S.ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISION
FIELD BORE LOG
DATE OF COMMENCEMENT: 03.01.16
PROJECT : PROPOSED RESIDENTIAL APARTMENT FOR "M/S, HM GROUP" AT
MARATHAHALLT,(OLD AIRPORT ROAD),BANGALORE.
BORE HOLE NO : 3
\O
TYPE OF BORING
;
DATE OF COMPLETION
:
03.01.16
G.W.L : NIL
ROTARY DRILLING
STANDARD PENETRATION
TEST DATA
J
o
GRAPHICAL
o
=
J
ul
REPRESENTATION
OF PENETRATION
DESCRIPTION OF SOIL
m
RESISTANCE
I
F
.L
l!
o
10 20 30 40
TOP SOIL TS
LATERITE L1
(Reddishish brown)
V.DENSE
DISINTEGRATED ROCK DR1
Alumina content
(Brownlsh grey)
z
z
z
z
z
z
z
z
V.DENSE
DISINTEGRATED ROCK DR1
(Brownish grey)
>50
F.S.ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISION
FIELD BORE LOG
PROJECT : PROPOSED RESIDENTIAL APARTMENT FOR "M/S, HM GROUP" AT
MARATHAHALLI,(OLD AIRPORT ROAD),BANGALORE'
BORE HOLE NO : 4
TYPE OF BORING
:
DATE OF COMMENCEMENT: 04.01.16
DATE OF COMPLETION
:
04.01.16
G.W.L r NIL
ROTARY DRILLING
STANDARD PENETRATION
TEST DATA
-t
o
o
=
J
ltt
DESCRIPTION OF SOIL
co
I
F
'lL
GRAPHICA'L
REPRESENTATION
OF PENETRATION
RESISTANCE
tu
o
10 20 30 40
LATERITE L1
(Reddishish brown)
DISINTEGRATED ROCK DR1
Alumina content
(Brownish grey)
z
zz
z
ZZ
12.00
z
DISINTEGRATED ROCK DR1
(Brownlsh grey)
>50
F.S.ENGIN EERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISION
FIELD BORE LOG
DATE OF COMMENCEMENT: 01.01.16
PRoJEcT : PRoPOSED RESIDENTIAL APARTMENT FOR "M/S, HM GROUP" AT
MARATHAHALLI,(OLD AIRPORT
: 5
TYPE oF BORING : ROTARY DRILLING
BORE HOLE NO
\
!
ROAD),BANGALORE.
DATE OF COMPLETfoN
G.W.L :NlL
GRAPHICAL
o
J=
c0
06.01.16
STANDARD PENETRATION
TEST DATA
)o
'tIJ
:
REPRESENTATION
OF PENETRATION
DESCRIPTION OF SOIL
RESISTANCE
T
F
(L
tll
o
10 20 30 40
MEDIUM
LATERITE L1
(Redclishish brown)
MEDITJM
DISINTEGRATED ROCK DR1
Alumina content
(Brownish grey)
6.00
>50
V.DENSE
V.DENSE
V.DENSE
DISINTEGRATED ROCK DR1
(Brownish grey)
V,DENSE
't
2.00
V.DENSE
>50
F.S.ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISTON
FIELD BORE LOG
PRoJECT:PRoPosEDRESIDENTIALAPARTMENTFoR.M/s,HMGRoUP..AT
BORE HOLE
NO:
TYPE OF BORING
6
:
MARATHAHALLI,(OLD AIRPORT ROAD),BANGALORE.
DATE OF COMMENCEMENT: 06'01'16
DATE OF COMPLETION
:
06.01'16
G.W.L : NIL
ROTARY DRILLING
ANDARD PENETRATION
TEST DATA
.J
(,
GRAPHICAL
o
=
J
REPRESENTATION
OF PENETRATION
u
DESCRIPTION OF SOIL
dt
RESISTANCE
:E
F
o-
llJ
o
10 20 30 40
LATERITE L1
(Reddishish brown)
DISINTEGRATED ROCK DR1
Alumina content
(Brownish grey)
z?
zz
z
12.00
?
>50
F.S,ENGINEERS PRIVATE LIMITED
SOIL EXPLORATION AND FOUNDATION DESIGN DIVISION
FIELD BORE LOG
DATE OF COMMENCEMENT: 16.01.16
PRoJEcT : PROPOSED RESIDENTIAL APARTMENT FOR "M/S, HM GROUP" AT
MARATHAHALLI,(OLD AIRPORT ROAD),BANGALORE
: 7
TYPE OF BORING : ROTARY
BORE HOLE NO
DATE OF COMPLET,ION
:
17.01'16
G,W.L :NlL
DRILLING
STANDARD PENETRATION
TEST DATA
-l
o
GRAPHICAL
o
=
J
tJJ
REPRESENTATION
OF PENETRATION
DESCRIPTION OF SOIL
RESISTANCE
I
F
o_
lJJ
o
10 20 30 40
LATERITE L1
(Reddishish brown)
zz
zz
zz
zz
zz
zz
V-DENSE
z
6.00
z
z
>50
V.DENSE
DISINTEGRATED ROCK DR1
Alumina content
(Brownish grey)
V.DENSE
z
z
z?
12.00
z
V-DENSE
DISINTEGRATED ROCK DR1
(Brownish grey)
10.50
12.00
>50
V"DENSE
V,DENSE
>50
tu
uJ
U) tU
U)
f
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o
J o
o
I
z
ztu
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140
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zo
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z
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120
r.u
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a
g.
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(J
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60
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20
28
30 32
34
46
42
38
ANGLE OF TNTERNAL FRICTION
g
(degrees)
FIG. 28 CURVES SHOWING THE
RELATlONSHIP BETWEEN
Nq
Ref
O A[
N €.ND I{
Foundation AnalYsis
&
Design'
Joseph. E. Borvles.
'.
7022
N
N
a
N
zc*
0 001
0'08
009
0'0,
J
tll
008
tr
0'oz
C'
0'0I
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f
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rJJ
o
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qzn',A
tlJ
gl',t
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co
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gzt'0
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aN
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t0'0
\
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800'0
s00'0
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t00'0
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PROJECT: PROPOSED RES DEI\DIA L APARTIVI EN
Sl.No
Depth
Layer
Wp
FO
R"IU/S.HNI
Wn
G RO U
P"AT IVIARATHAH.A.LL I . BANGALO RE
Grain Size Distribution
swell
sitt
Sand
Gravel
%
o/
/o
o/
/o
o/
/o
8
I
10
11
Clay
!
M
1
o/
/o
o/
/o
o/
/o
o/
/o
4
5
t)
7
Sp. Gr.
G
,Za
J
0.00-1.00
TS
1.00-5.00
L1
20
22
58
2.63
5.00-7.00
DR1
10
16
74
2.65
18
76
2.65
12
I
BH.1
(not clay)
7.00-12.00
DR1
BH.2
6
(not clay)
0.00-1.00
TS
1.00-5.00
L1
18
20
62
l.o3
5.00-7.00
DR1
12
14
74
2.65
20
75
2.65
(not clay)
7.00-12.00
DR1
5
(not clay)
BH-3
0.00-1.00
TS
1.00-5.00
L1
17
22
61
2.63
5.00-7.00
DR1
8
18
74
2.65
18
72
2.65
(not clay)
7.00-12.00
DR1
10
(not clay)
BH.4
0.00-1.00
TS
1.00-5"00
1,1
15
18
67
2.63
5.00-8.00
DR1
6
15
79
2.65
15
75
2.65
(not clay)
8.00-12.00
DR1
'10
(not clay)
I
PROJECT:PROPOSED@
:
H tv-l G RO
UP"AT
ivl
ARAT
tIAttAI,I-! BANGALORE
Grain Size Distribution
-t
J
J
0.00-1.00
1.00-5.00
5.00-7.00
16
3
(not clay)
D
7.00-12.00
6
(not clay)
0.00-1.00
1.00-5.00
5.00-7.00
16
2
(not clay)
7.00-12.00
I
(not claY)
0.00-1.00
1.00-4.25
4.25-9.50
20
B
(not claY)
9.50-12.00
4
(not claY)
0.00-1.00
1.00-4.25
4.25-10.00
19
5
(not claY)
'10.00-12.00
10
(not claY)
0.00-1.00
1.00-5.00
19
5.00-9.50
6
(not claY)
9.50-12.00
J
(not claY)
APPENDIX I
(See paragraph – 6)
FORM 1
(I)
1
Basic Information
Name of the Project
HM Capital
2
S. No. in the schedule
Serial No. 8 (b) of schedule
3
Proposed capacity/area/
Project: Mixed use development project
length/tonnage to be handles/command consisting of Residential Apartment (1150 flats)
area/lease area/number of wells to be drilled
and Commercial facilities (Office / Retail and
Multiplex with 1584 seating capacity)
Built up area: 2,89,894.29 sq m
Plot area: 60,905 sq m (15.05 Acres)
Project Investment: Rs. 534 Crores
New / Expansion / Modernization
New project
Existing capacity / Area etc.,
NA
Category of project i.e., `A` or `B`
B
Does it attract the general condition? If yes, NO
please specify.
Does it attract the specific condition? If yes, NO
please specify.
Location
“H M Capital”
Plot/Survey/Khasra No.
Survey No. 44 P, 45 P, 127 P,128 P and 129 P
Village
Munnekollalu Village, Varthur Hobli
Thesil
Bangalore East Taluk
District
Bangalore
State
Karnataka
Nearest railway station/airport along with K R Puram Railway Station (on North),
distance in Kms.
Bangalore City Railway Station (on West) and
Kempegowda International Airport Limited (on
North) at about 12 Kms, 25 Kms & 40 Kms
respectively.
Nearest Town, City, District Headquarters Nearest town - Bangalore
along with distance in Kms.
City & District – Bangalore
Village Panchayats, Zilla Parishad, Municipal Bruhat Bengaluru Mahanagara Palike (BBMP),
Corporation, Local body (Complete postal N R Square, Bangalore – 560 002.
addresses with telephone nos. to be given)
Phone: 080 22975555.
Name of the applicant
M/s. H M Constructions
Registered address
M/s H M Constructions, HM Geneva House,
14, Cunningham Road,
Bangalore - 560 052.
Address for correspondence:
As above
4
5
6
7
8
9
10
11
12
13
14
15
1
Name
Designation (Owner/Partner/CEO)
Address
16
17
18
19
20
21
22
23
24
Mr. Sham Prasad S
Principal Architect
M/s H M Constructions,
HM Geneva House,
14, Cunningham Road,
Bangalore - 560 052.
Pin Code
560 052
E – mail
shamprasad@shopdesign.in
Telephone No.
080 22382294
Fax No.
080 22289341
Details of alternative Sites examined, if any. Village – District – State
Location of these sites would be shown on a 1.
topo sheet.
2.
No alternative sites are examined.
Interlined Projects
NA
Whether separate application of interlinked NA
project has been submitted?
If yes, date of submission
NA
If no, reason
Proposed project is Residential Apartment and
Commercial facilities (Office / Retail and
Multiplex)
Whether
the
proposal
involves
approval/clearance under: if yes, details of the
same and their status to be given
a) The Forest (Conservation) Act 1980?
NO
b) The wildlife (Protection) Act, 1972?
NO
c) The C R Z Notification, 1991?
NO
Whether there is any Government Order/Policy None
relevant/relating to the site?
Forest land involved (Hectares)
None
Whether there is any litigation pending against
the project and/or land in which the project is
propose to be set up?
a) Name of the court
None
b) Case No.
c) Orders/directions of the court, if any
and its relevance with the proposed
project.
Screening Category: The proposed project is under Item 8 (b) as per amended EIA notification
September 14th 2006.
 Capacity corresponding to sectoral activity (such as production capacity for manufacturing, mining
lease area and production capacity for mineral production, area for mineral exploration, length for
linear transport infrastructure, generation capacity for power generation etc.,)
2
(ii)
Activity:
1. Construction, operation or decommissioning of the Project involving actions, which will cause
physical changes in the locality (topography, land use, changes in water bodies, etc.,)
Sl.
No.
Information/Checklist confirmation
1.1
Permanent or temporary change in land use, Yes
land cover or topography including increase
in intensity of land use (with respect to local
land use plan)
1.2
Clearance of existing land, vegetation and Yes
buildings?
Creation of new land uses?
No
1.3
1.4
1.5
1.6
Yes
/No
Pre-construction investigations e.g. bore Yes
houses, soil testing?
Construction works?
Yes
Demolition works?
No
Details
thereof
(with
approximate
quantities/rates, wherever possible) with
source of information data
The project is designed in accordance with the
bye laws of Bangalore Development Authority
and therefore there will not be any permanent
or temporary changes in land use, though the
proposed project is likely to increase the
intensity of land use.
The project site is barren, vacant land
Creation of new land use from the proposed
project is not envisaged as the intended use of
the plot is for the Mixed Use Development
Project.
Geotechnical investigation report is enclosed
as Annexure – L.
The proposed project mainly involves
construction activities. These activities are
likely to have certain impact on the
surrounding environment in respect of Air,
Water, Land etc.,
The associated impact of construction activity
on the above environmental attributes and
mitigation measures adopted in the project is
appended as Annexure – G.
There is no demolition work involved in the
proposed project site.
3
1.7
Temporary sites used for construction works Yes
or housing of construction workers?
(Details of labour camps, Number of labours,
Number of toilets, Bath rooms, Medical
facilities for labours, safety measures for
labours, Nursery for labours children)
About 750 construction workers will be
engaged for construction activities.
125 sheds and 100 toilets with bathrooms will
be provided for construction workers.
Sheds for construction workers will be
provided within the project site.
Drinking water supply & adequate storage
facility will be provided for construction
workers.
The workers will be provided with first aid
facilities apart from personal protective
gadgets.
1.8
Above ground buildings, structures or Yes
earthworks including linear structures, cut
and fill or excavations (Calculation for earth
work estimation)
Periodic health assessment camps and
administration of medicines as and when
required will be provided.
A small class room with a teacher (crèche) to
educate the children of construction worker will
be provided.
Both underground and above ground
structures are proposed. The proposed project
involves Construction of Mixed Use
Development project.
Activity, Area statement and Building
Configuration details of the project is detailed
in the Comprehensive project report appended
as Annexure - A.
1.9
1.10
1.11
1.12
1.13
Underground works including mining or No
tunneling?
Reclamation works?
No
Dredging?
No
Offshore structures?
No
Production and manufacturing processes?
No
The proposed project has basement floors
and excavation is necessary. The excavated
earth will be reused for backfilling, landscape
development, paved area formation activity
and excess will be disposed at pre identified
site.
NA
NA
NA
NA
NA
4
1.14
Facilities for storage of goods or materials?
Yes
1.15
Facilities for treatment or disposal of solid Yes
waste or liquid effluents?
Temporary sheds will be constructed for
storage of construction materials.
Liquid waste: The liquid waste from workers
camps will be treated in Package STP.
Water requirement for the Construction phase
is appended as Annexure - E.
Sewage Treatment Plant (STP) of total
capacity 1000 KLD capacity will be constructed
to treat the wastewater generated from the
project during occupancy phase.
Quantity of wastewater generation and design
details of STP is appended as Annexure – C.
Solid Waste:
Construction Phase:
The domestic wastes will be segregated and
collected at a common designated place and
will be disposed through BBMP.
1.16
Facilities for long term housing of operational No
workers?
1.17
New road, rail or sea traffic during No
construction or operation?
New road, rail, air waterborne or other No
transport infrastructure including new or
altered routes and stations, ports, airports
etc.,?
1.18
Solid waste like construction debris generated
during construction phase of about 800 cum
will be used for preparation of sub grades for
Roads, pavements and pathways.
Occupancy Phase:
Collection and segregation at the source of
generation and Organic waste will be treated in
Organic Converter and the Inorganic waste will
be sent for recycling.
The solid waste generation detail is appended
as Annexure – F.
No long term housing plan for the operational
worker is planned in the proposed project as
the local population residing in the surrounding
areas of the project site will find the
employment
opportunity
for
various
maintenance needs of the project once it is
occupied.
NA
NA
5
1.19
Closure or diversion of existing transport No
routes or infrastructure leading to changes in
traffic movements?
NA
1.20
New or diverted transmission lines or
pipelines?
Impoundment, damming, culver ting,
realignment or other changes to the
hydrology of watercourses or aquifers?
Stream crossings?
Abstraction or transfers of water form ground
or surface waters?
Changes in water bodies or the land surface
affecting drainage or run-off?
Transport of personnel or materials for
construction, operation or decommissioning?
No
NA
No
NA
No
Yes
NA
The water supply is from BWSSB source.
No
NA
Yes
Transport facilities are not proposed as the
workers will be provided with sheds to be
located within the project site.
The impacts due to the movement of vehicle
both during construction and occupancy phase
is detailed in the Traffic Management studies
appended as Annexure – M.
NA
1.21
1.22
1.23
1.24
1.25
1.26
1.27
1.28
1.29
1.30
1.31
Long-term dismantling or decommissioning or No
restoration works?
Ongoing activity during decommissioning No
which could have an impact on the
environment?
Influx of people to an area in either Yes
temporarily or permanently?
Introduction of alien species?
Loss of native species or genetic diversity?
Any other actions?
No
No
No
NA
There will be Influx of population during the
construction and occupancy phase as detailed
under.
Temporarily during construction phase (750
numbers) and permanent during occupancy
phase (10,868 numbers) are expected.
NA
NA
NA
2. Use of Natural resources for construction or operation of the Project (such as land, water, materials or
energy, especially any resources which are non-renewable or in short supply):
Sl.No
2.1
Information/checklist confirmation
Land especially undeveloped
agricultural land (ha)
Yes/
No
Details
thereof
(with
approximate
quantities/rates, wherever possible) with source
of information data
or Yes
The proposed project site is converted for
residential purposes. The total site area is
15.05 Ares (6.09 Ha).
6
2.2
Water (expected source & competing Yes
users) unit: KLD
The water supply is from BWSSB source. Total
water requirement is about 1058 KLD
2.3
Minerals (MT)
NA
2.4
Construction
material
–
stone, Yes
aggregates, sand / soil (expected source
– MT)
2.5
Forests and timber (source– MT)
2.6
Energy including electricity and fuels Yes
(source, competing users) Unit: fuel (MT),
energy (MW)
No
Yes
Description
Cement
Steel
Sand
Tiles
Stone Aggregate
Granite/Marble
Aluminium
Wood
Unit
Bags
MT
Cum
sq m
cum
sq m
sq m
cft
Quantity
4,14,500
25800
98,000
2,06,000
1,64,000
89,000
95,500
1,84,000
Procured through local timber depots.
Power Requirement:
Construction phase:
Temporary power from BESCOM to operate
construction machinery and Lighting for workers
shed is 200 kVA.
One DG Set of 250 kVA capacity is
proposed to serve as back up power
supply during power failure.
Occupancy phase:
Anticipated power requirement from BESCOM is
8000 kVA.
7 X 1250 kVA and 3 X 2000 kVA
capacity DG sets are proposed, which
will serve as backup power supply
during power failure.
Fuel Requirement: Construction phase: Low
Sulphur content Diesel consumption is 40 L/hr
for DG set of 200 kVA capacity.
Occupancy phase: Low Sulphur content Diesel
of 53 L/hr and 420 L/hr for each DG set of 250
kVA and 2000 kVA capacity respectively.
2.7
Any other natural resources
appropriate standard units)
(use No
NA
7
3. Use, storage, transport, handling or production of substances or materials, which could be harmful to
human health or the environment or raise concerns about actual or perceived risks to human health.
Sl.No
3.1
3.2
3.3
3.4
3.5
Information/Checklist confirmation
Yes
/No
Use of substances or materials, which are No
hazardous (as per MSIHC rules) to human
health or the environment (flora, fauna,
and water supplies)
Changes in occurrence of disease or affect No
disease vectors (e.g. insect or water borne
diseases)
Affect the welfare of people e.g. by Yes
changing living conditions?
Vulnerable groups of people who could be No
affected by the project e.g. hospital
patients, children, the elderly etc.,
Any other causes
No
Details
thereof
(with
approximate
quantities/rates, wherever possible) with source
of information data
NA
NA
The implementation of the proposed project is
beneficial both socially and economically to its
local populace, as it creates both long term and
short term employment opportunities.
NA
NA
4. Production of solid wastes during construction or operation or Decommissioning (MT/Month)
Sl.No
Information/Checklist confirmation
Yes
/No
4.1
4.2
Spoil, overburden or mine wastes
Municipal waste (domestic and
commercial
wastes)
No
or Yes
4.3
Hazardous wastes (as per Hazardous Yes
Waste
Management Rules)
4.4
4.5
4.6
Other industrial process wastes
No
Surplus product
No
Sewage sludge or other sludge from No
effluent
treatment
Details
thereof
(with
approximate
quantities/rates, wherever possible) with source
of information data
NA
The quantity of solid waste generation and its
management during Construction and
Occupancy phase is appended as Annexure –
F.
Spent oil from DG sets category 5.1.
About 500 L/Annum of spent oil is generated
which is sent to authorized spent oil
reprocessor with manifest as per notification of
Hazardous Waste (Management and Handling
Rules).
NA
NA
The secondary dewatered STP sludge is 360
kgs/day and is taken from Plate and Frame
Filter Press and used as manure.
8
4.7
Construction or demolition wastes
Yes
There is no demolition work involved in the
proposed project and all efforts will be made to
reduce construction waste by adopting modern
construction practices such as proportioning
and weigh batchers for concreting.
Construction debris of about 800 cum is
generated which will be used as preparatory
materials for road, pavement and sub grade
formation within the project site.
4.8
Redundant machinery or equipment
No
NA
4.9
Contaminated soils or other materials
Yes
Measures
adopted
to
control
soil
contamination.
1. Providing collection trays to collect oil
dripping from construction machineries if any.
2. Prevention of spillage and leakage of oils if
required.
3. Providing kerb stones, lined gutter and oil
traps.
4.10 Agricultural wastes
No
NA
4.11 Other solid wastes
No
NA
5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)
Sl.No
Information/Checklist confirmation
Yes
/No
5.1
Emissions from combustion of fossil fuels Yes
from stationary or mobile sources
5.2
5.3
Emissions from production processes
No
Emissions from materials handling Yes
including storage or transport
5.4
Emissions from construction activities Yes
including plant and equipment
5.5
Dust or odours from handling of materials Yes
including construction materials, sewage
and waste
Details
thereof
(with
approximate
quantities/rates, wherever possible) with source
of information data
There is no other source of emission from the
project other than from stationary sources like
DG sets to be installed during occupancy period.
NA
Fugitive dust generation is due to movement of
vehicles carrying construction materials.
Proposed measures for control of dust & noise
during construction phase is appended as
Annexure - J.
Fugitive dust during earthwork, concreting,
construction material handling.
Closed operations for mixing of construction
materials will be followed.
Fugitive dust due to handling of construction
materials.
Emission of fugitive dust will be controlled by
sprinkling of water and barricading will be
provided all around the project site. Details of
control of Dust and Noise during construction
phase is appended as Annexure – J.
9
5.6
5.7
5.8
Emissions from incineration of waste
No
Emissions from burning of waste in open No
air (e.g. slash materials, construction
debris)
Emissions from any other sources
No
NA
NA
NA
6. Generation of Noise and Vibration, and Emissions of Light and Heat:
Sl.
No.
Information/Checklist confirmation
Yes/ Details
thereof
(with
approximate
No
quantities/rates, wherever possible) with source
of information data with source of information
data
e.g., Yes Fugitive dust due to handling of construction
materials.
Emission of fugitive dust will be controlled by
sprinkling of water and barricading will be
provided all around the project site.
Details of control of Dust & Noise during
construction phase is appended as Annexure –
J.
No
NA
6.1
From operation of equipment
engines, ventilation plant, crushers
6.2
From industrial or similar processes
6.3
From construction or demolition
No
6.4
6.5
From blasting or piling
From construction or operational traffic
No
Yes
Noise generation due to construction activities
will be negligible and barricades will be erected
all-round the site. Details of control of Noise
during construction phase are appended as
Annexure – J. However there is certain increase
in ambient noise level during construction
activities which will be reduced by under taking
periodic preventive maintenance of construction
materials and restricting and reducing the speed
of vehicle operated for the movements of
construction materials. All appropriate measure
as detailed for 6.1 above is applicable.
NA
Construction
phase: Vehicles
carrying
construction materials
Occupancy phase: Vehicular movement by the
occupants.
6.6
6.7
From lighting or cooling systems
From any other sources
No
No
The details of mitigation measure planned to
reduce the noise level is appended as Annexure
- G.
NA
NA
10
7.Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface
waters, groundwater, coastal waters or the sea:
Sl.
Information/Checklist confirmation
No.
7.1
7.2
7.3
7.4
7.5
Yes
/No
From handling, storage, use or spillage Yes
of hazardous materials
From discharge of sewage or other Yes
effluents to water or the land (expected
mode and place of discharge)
By deposition of pollutants emitted to No
air into the land or into water
From any other sources
No
Is there a risk of long term build up of No
pollutants in the environment from these
sources?
Details
thereof
(with
approximate
quantities/rates, wherever possible) with source
of information data
Appropriate management measures to prevent
contamination of land, water are detailed in
Annexure - G under water and land
environment.
Disaster management plan for Pre construction
phase is appended as Annexure – I.
The total quantity of wastewater generated
from the proposed project is about 1058 KLD.
The treated sewage from the project will be
used for landscape development and toilet
flushing. Water Balance Chart is appended as
Annexure – D.
NA
NA
NA
8. Risk of accidents during construction or operation of the Project, which could affect human health or
the environment
Sl.
No.
Information/Checklist confirmation
8.1
From explosions, spillages, fires etc., from No
storage, handling, use or production of
hazardous substances
From any other causes
No
8.2
8.3
Yes
/No
Could the project be affected by natural No
disasters causing environmental damage (e.g.
Floods, earthquakes, landslides, cloudburst
etc.,)?
Details
thereof
(with
approximate
quantities/rates, wherever possible) with
source of information data
NA
No major risk from the project is anticipated.
Risk Assessment & Management Plan for
the project is appended as Annexure – K
NA
11
9. Factors which should be considered (such as consequential development) which could lead to
environmental effects or the potential for cumulative impacts with other existing or planned activities
in the locality.
Sl.
No
L 9.1
Information/Checklist confirmation
Yes
/No
Lead to development of supporting. Utilities Yes
ancillary development or development
stimulated by the project which could have
impact on the environment e.g.:
• Supporting infrastructure (roads, power
supply, waste or wastewater treatment, Yes
etc.)
Details
thereof
(with
approximate
quantities/rates, wherever possible) with
source of information data
Net Positive Impact in terms of overall
development of the Area is expected from
the project.
Direct & Indirect Employment opportunities
are also created due to development of this
project.
New business opportunities are expected to
cater the daily needs of the residents of the
project.
•
•
housing development
Yes
•
extractive industries
No
•
supply industries
No
other
No
Mixed use development project consisting of
Residential Apartment (1150 flats) and
Commercial facilities (Office / Retail and
Multiplex with 1584 seating capacity)
9.2
Lead to after-use of the site, which could No
have an impact on the environment
NA
9.3
Set a precedent for later developments
The project development is likely to set
precedence to other likely developments in
the surrounding area.
NA
9.4
Yes
Have cumulative effects due to proximity to No
other existing or planned projects with
similar effects
(II) Environmental Sensitivity:
Sl.
No.
1
Areas
Name/ Aerial distance (within 15 km.)
Identity Proposed project location boundary
Areas protected under international conventions,
No
NA
national or local legislation for their ecological,
landscape, cultural or other related value
12
2
Areas which are important or sensitive for
ecological reasons - Wetlands, watercourses other
water bodies, coastal zone, biospheres,
mountains, and forests.
Yes
3
Areas used by protected, important or sensitive
species of flora or fauna for breeding, nesting,
foraging, resting, over wintering, migration
Inland, coastal, marine or underground waters
State, National boundaries
Routes or facilities used by the public for access
to recreation or other tourist, pilgrim areas
Defense installations
Densely populated or built-up area
Areas occupied by sensitive man-made land uses
(hospitals, schools, places of worship, community
facilities)
Areas containing important, high quality or scarce
resources(ground water resources, surface
resources, forestry, agriculture, fisheries, tourism,
minerals)
Areas already subjected to pollution or
environmental damage. (those where existing legal
environmental standards are exceeded)
Areas susceptible to natural hazard which could
cause the project to present environmental
problem (earthquakes, subsidence, landslides,
erosion, flooding or extreme or adverse climatic
conditions)
No
Munnekolala Lake at about 700 m
(North West), Thubarahalli Lake is
at about 1.2 Km (North East
Direction), and Varthur Lake at
about 2.5 KM (South East) from the
project site.
NA
No
No
No
NA
NA
NA
No
No
No
NA
NA
NA
No
NA
No
NA
No
NA
4
5
6
7
8
9
10
11
12
“I hereby give undertaking that the data and information given in the application and enclosures are true to
the best of my knowledge and belief and I am aware that if any part of the data and information submitted is
found to be false or misleading at any stage, the Project will be rejected and clearance given, if any to the
project will be revoked at our risk and cost.
Date: 19.8.2016
Place: Bangalore
Sd/Sham Prasad S,
Principal Architect,
M/s H M Constructions,
HM Geneva House,
14, Cunningham Road,
Bangalore - 560 052.
13
APPENDIX II
(See paragraph 6)
FORM-1 A
(Only for construction projects listed under item 8 of the Schedule)
CHECK LIST OF ENVIRONMENTAL IMPACTS
(Project proponents are required to provide full information and wherever necessary attach explanatory
notes with the Form and submit along with proposed environmental management plan & monitoring
program)
1.
LAND ENVIRONMENT
(Attach panoramic view of the project site and the vicinity)
1.1
Will the existing land use get significantly altered
from the project that is not consistent with the
surroundings? (Proposed land use must conform
to the approved Master Plan / Development Plan
of the area. Change of land use if any and the
statutory approval from the competent authority be
submitted)
Attach Maps of
The existing land use does not get altered
significantly as the project surroundings have
Residential layouts, Apartments and few
Commercial establishments.
Surrounding Features:
Google, Location map of the project site is
enclosed as Annexure - O.
(i)
site location (Google Image showing
the project site location with
surrounding details is enclosed)

Land Availability & Land use Pattern: The
total plot area of the project is 60,905 sq
m (15.05 Acres)
(ii)
surrounding features of the proposed 
site (within 500 meters)
Land Use Pattern: The land around the
project site indicates a mixed land use
pattern; there are Residential Layout,
Residential Apartments and Commercial
Establishments and surrounded by areas
like Munnekolla, Thubarahalli, Siddapura,
Ramagondanahalli, Varthur, Marathalli
etc.,
(iii) The site (indicating levels & contours) to
appropriate scales. If not available attach only
conceptual plans.

Transportation: The project site is located
on HAL – Whitefield road.

The project site is at a distance of 12 Kms
from KR Puram Railway station, 25 Kms
from Bangalore City Railway Station, 40
Kms from Kempegowda International
Airport Limited.

Agricultural Land: No agricultural
activities are seen in the surroundings
14
areas. Plantation activities like coconut
and other native species are observed in
the surrounding village (Siddapura,
Vathur, Ramagondanahalli of the project
area.
1.2
1.3

Forest: Bannerughatta National Park at a
distance of about 25 Kms from project
site.

Water Bodies: Munnekolala Lake at about
700 m (North West), Thubarahalli Lake is
at about 1.2 Km (North East Direction),
and Varthur Lake at about 2.5 KM (South
East) from the project site.
List out all the major project requirements in terms
of the
Total Plot Area
60,905 sq m (15.05 Acres)
Built up area,
2,89,894.29 sq m
Water consumption,
1058 KLD
Power requirement,
The power required for the proposed project
will be supplied by BESCOM which is about
8000 kVA.
connectivity, community facilities,
The project site is located on HAL –
Whitefield road. The project site is at a
distance of 12 Kms from KR Puram Railway
station, 25 Kms from Bangalore City Railway
Station, 40 Kms from Kempegowda
International Airport Limited.
Parking needs etc.,
Total parking provided: 2341 Cars
Parking details & drawing is appended as
Annexure – O
What are the likely impacts of the proposed No ecological disturbance is anticipated.
activity on the existing facilities adjacent to the
proposed site?
(Such as open spaces, community facilities,
details of the existing land use, disturbance to the
local ecology).
15
1.4
Will there be any significant land disturbance Geotechnical Investigation report of the
resulting in erosion, subsidence & instability?
project site is enclosed as Annexure – L.
(Details of soil type, slope analysis, vulnerability to
subsidence, seismicity etc., may be given).
1.5
1.6
Will the proposal involve alteration of natural No
drainage systems?(Give details on a contour map The survey/contour map of the project site is
showing the natural drainage near the proposed appended as Annexure – O.
project site)
What are the quantities of earthwork involved in The proposed project has basement floors
the construction activity-cutting, filling, reclamation and excavation is necessary. The excavated
earth will be reused for backfilling, landscape
etc.
development, paved area formation activity
(Give details of the quantities of earthwork and excess will be disposed at pre identified
involved, transport of fill materials from outside the site.
site etc.)
1.7
Give details regarding water supply, waste Sewage generated from construction workers
handling etc., during the construction period.
camp will be treated in Package STP.
1.8
Will the low lying areas & wetlands get No
altered?(Provide details of how low lying and
wetlands are getting modified from the proposed
activity)
1.9
Whether construction debris & waste during Construction debris 800 cum will be used for
construction cause health hazard?
road formation activities in the project site.
(Give quantities of various types of wastes The details of solid wastes generated by the
generated during construction including the construction workers is appended as
Annexure – F.
construction labour and the means of disposal)
2. WATER ENVIRONMENT:
2.1
Give the total quantity of water requirement for the Domestic water requirement is 1058 KLD
proposed project with the breakup of requirements for which will be supplied from BWSSB source.
various uses.
The details of source of water supply and
How will the water requirement met?
basis of calculations is appended as
State the sources & quantities and furnish a water Annexure - B.
balance statement.
The water balance chart is appended as
Annexure – D.
2.2
What is the capacity (dependable flow or yield) of the Details are applicable as above.
proposed source of water?
2.3
What is the quality of water required, in case, the The expected domestic water requirement
supply is not from a municipal source? (Provide is 1058 KLD and will be augmented through
physical, chemical, biological characteristics with BWSSB water supply.
class of water quality)
16
2.4
How much of the water requirement can be met from The proposed project envisages the utility of
the recycling of treated wastewater?
treated sewage for recycling purposes by
way of using it for flushing of toilets and
gardening.
(Give the details of quantities, sources and usage)
The total quantity of treated sewage
available in the project is 953 KLD
Toilet Flushing (Recycled): 320 KLD
Water balance chart Furnished as Annexure
–D
2.5
Will there be diversion of water from other users?
No
(Please assess the impacts of the project on other
existing uses and quantities of consumption)
2.6
What is the incremental pollution load from The Raw sewage generated from the
wastewater generated from the proposed activity?
proposed activity will be treated to tertiary
level and the residual organics in the treated
wastewater will be practically nil, the treated
sewage will be reused, therefore
incremental pollution load is not anticipated.
(Give details of the quantities and composition of Details of wastewater quality and quantity
and design details of STP (1000 KLD
wastewater generated from the proposed activity)
capacity) and flow chart is appended as
Annexure – C.
2.7
Give details of the water requirements met from water Roof top rain Water Harvesting is proposed
harvesting? Furnish details of the facilities created.
in the project. Details furnished as Annexure
–H
2.8
What would be the impact of the land use changes Adequate and optimal internal storm water
occurring due to the proposed project on the runoff drains are created to handle the internal
characteristics (quantitative as well as qualitative) of runoff and convey it to external drains.
the area in the post construction phase on a long term
basis?
Would it aggravate the problems of flooding or water
logging in any way?
The detailed drawing for internal storm
water management is appended as
Annexure – O.
17
2.9
What are the impacts of the proposal on the ground As the ground water potential is likely to
water?
increase due to ground water recharging.
(Will there be tapping of ground water; give the details The groundwater recharging scheme is
of ground water table, recharging capacity, and planned in the project.
approvals obtained from competent authority, if any)
2.10
Storm water Management drawing is
enclosed as Annexure – O.
What precautions/measures are taken to prevent the Runoff contamination from the proposed
run-off from construction activities polluting land & project is reduced by providing lined gutter
aquifers?
for carrying runoff from construction areas
(Give details of quantities and the measures taken to and Kerb Stones and bunds to prevent
Runoff Contamination.
avoid the adverse impacts)
Preventing the mixing of storm water runoff
and sewage from labour camps.
Use of leak proof containers for storage of
oil to avoid contamination of runoff.
2.11
How is the storm water from within the site managed? The storm water is channalised through
(State the provisions made to avoid flooding of the storm water drains to finally join ground
area, details of the drainage facilities provided along water recharge pits and the excess Storm
Water free from runoff Contamination will be
with a site layout indication contour levels)
let to External Drains.
2.12
Will the deployment of construction laborers Sewage generated from the construction
particularly in the peak period lead to unsanitary workers camp will be treated in package
conditions around the project site (Justify with proper STP.
explanation)
2.13
What on-site facilities are provided for the collection, Sewage Treatment Plant is proposed for
treatment & safe disposal of sewage?
treatment of domestic sewage from the
(Give details of the quantities of wastewater project and the quantity of wastewater,
generation, treatment capacities with technology & design details with unit capacity and
technology adopted with disposal options is
facilities for recycling and disposal)
appended as Annexure – C.
2.14
Give details of dual plumbing system if treated waste Dual piping system is proposed to reduce
used is used for flushing of toilets or any other use. the fresh water consumption.
Dual piping system drawing is appended as
Annexure – O.
3. VEGETATION
3.1
Is there any threat of the project to the biodiversity?
No
(Give a description of the local ecosystem with it’s
unique features, if any)
3.2
Will the construction involve extensive clearing or The project site is barren, vacant land.
modification of vegetation?
18
(Provide a detailed account of the trees & vegetation
affected by the project)
3.3
What are the measures proposed to be taken to An area of about 19361.74 sq m is left for
minimize the likely impacts on important site features development of landscape.
(Give details of proposal for tree plantation,
landscaping, creation of water bodies etc along with a
layout plan to an appropriate scale)
The Ground Coverage area is about
17918.86 sq m
The Paved area is 20363.39 sq m
The Land use pattern scheme of the
proposed project is detailed in the
Comprehensive Project report appended as
Annexure – A
Drawing showing the details of Landscaping
and other features is appended as
Annexure – O
4. FAUNA
4.1
Is there likely to be any displacement of fauna- both No
terrestrial and aquatic or creation of barriers for their
movement? Provide the details.
4.2
Any direct or indirect impacts on the avifauna of the No
area? Provide details.
4.3
Prescribe measures such as corridors, fish ladders etc No
to mitigate adverse impacts on fauna
5. AIR ENVIRONMENT
5.1
Will the project increase atmospheric concentration of DG sets are the only air pollution source of
gases & result in heat islands?
the project.
(Give details of background air quality levels with
predicted values based on dispersion models taking The DG sets will be provided with adequate
into account the increased traffic generation as a stack height to disperse the emissions into
result of the proposed constructions)
the atmosphere.
5.2
What are the impacts on generation of dust, smoke, NA
odorous fumes or other hazardous gases? Give
details in relation to all the meteorological
parameters.
5.3
Will the proposal create shortage of parking space for
vehicles? Furnish details of the present level of
transport infrastructure and measures proposed for
improvement including the traffic management at the
entry & exit to the project site.
Adequate parking facilities are proposed to
be provided as per the local building by law.
The parking plan showing the entry & exit to
the project site with traffic management is
enclosed as Annexure - O.
Traffic management study and measures is
appended as Annexure – M.
19
5.4
Provide details of the movement patterns with internal Site plan with roads, pedestrian pathways
roads, bicycle tracks, pedestrian pathways, footpaths and paved areas of the project is enclosed
etc., with areas under each category.
as Annexure – O
5.5
Will there be significant increase in traffic noise & Details of noise mitigation measure
vibrations? Give details of the sources and the proposed is appended as Annexure – G
measures proposed for mitigation of the above.
5.6
What will be the impact of DG sets & other equipment The DG sets will be provided with acoustic
on noise levels & vibration in & ambient air quality enclosures to reduce the noise level < 55
around the project site? Provide details.
dB
6. AESTHETICS:
6.1
6.2
6.3
6.4
Will the proposed constructions in any way result in NA
the obstruction of a view, scenic amenity or
landscapes?
Are these considerations taken into account by the
proponents?
Will there be any adverse impacts from new The land around the project site indicates a
constructions on the existing structures? What are mixed land use pattern; there are
the considerations taken into account?
Residential Layout, Residential Apartments
and Commercial Establishments and
surrounded by areas like Munnekolla,
Thubarahalli, Siddapura, Ramagondanahalli,
Varthur, Marathalli etc.,
Whether there are any local considerations of urban The local byelaw of Bangalore Development
form & urban design influencing the design criteria? Authority is considered in designing the
They may be explicitly spelt out.
project.
Are there any anthropological or archaeological sites No
or artifacts nearby? State if any other significant
features in the vicinity of the proposed site have
been considered.
7. SOCIO-ECONOMIC ASPECTS
7.1
7.2
Will the proposal result in any changes to the Once
the
project
is
completed
demographic structure of
local population? approximately about 10868 people are
Provide the details.
expected in the building.
Give details of the existing social infrastructure Surrounded by Residential Layout,
around the proposed project.
Residential Apartments and Commercial
Establishments and surrounded by areas
like Munnekolla, Thubarahalli, Siddapura,
Ramagondanahalli, Varthur, Marathalli etc.,
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7.3
Will the project cause adverse effects on local NA
communities, disturbance to sacred sites or other
cultural values? What are the safeguards proposed?
8. BUILDING MATERIALS
8.1
May involve the use of building materials with high- The proposed project construction
embodied energy.
materials are selected to conform the
Are the construction materials produced with energy building energy efficiency norms and as
well as Energy Conservation Building
efficient processes?
Code Guidelines
(Give details of energy conservation measures in the
selection of building materials and their energy The following measures are taken to for
conserving the energy
efficiency)
1. Solar powered street lighting for
common areas.
2. CFL bulbs, lights and fixtures for
common areas
3. Proper sizing of cables with less
voltage drop so that losses in cables can
be minimized
4. Optimal pumping of water using water
level controllers, switching on/off of street
lights with photo cell /time switch.
5. Procuring graded electrical appliances
which helps in high energy conservations.
6. Timer control for external lighting
7. LED type street lighting fixtures instead
of high power sodium vapor light fixture.
8.2
Transport and handling of materials during Details appended as Annexure – G
construction may result in pollution, noise & public
nuisance. What measures are taken to minimize the
impacts?
8.3
Are recycled materials used in roads and structures?
8.4
The construction waste and debris (300
cum) from the project will be used in road
State the extent of savings achieved?
and pavement formation
Give details of the methods of collection, segregation The solid Wastes generated are
& disposal of the garbage generated during the segregated at its point of generation,
collected and stored at a common
operation phases of the project.
designated place and Organic solid waste
will be treated in an organic converter and
product will be used as manure for
Landscape.
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The inorganic solid waste is proposed to
be recycled.
The details of quantity of solid waste
generated is appended as Annexure – F
9. ENERGY CONSERVATION
9.1
Give details of the power requirements, source of The power required for the project is about
supply, backup source etc.
8000 kVA and will supply from BESCOM.
Yes, Energy conservation methods are
What is the energy consumption assumed per square adopted. Non Conventional Sources of
Energy with Solar Street Lighting and
foot of built-up area?
Solar Hot Water Generation.
How have you tried to minimize energy consumption
Terrace floor plan showing the location of
solar panels and tanks is appended as
Annexure – O.
The proposed project will be provide with 7
X 1250 kVA and 3 X 2000 kVA capacity
DG sets to serve as alternative source of
power supply in case of breakdown of
power from BESCOM.
Fuel requirement: Low Sulphur content
Diesel consumption of 53 L/hr and 420
L/hr for each DG set of 250 kVA and 2000
kVA capacity respectively
9.2
What type of, and capacity of, power back-up to you
plan to provide?
9.3
What are the characteristics of the glass you plan to Low emission and low solar heat gain
use?
Single glazed with aluminum frame are
proposed to be used for windows etc.,
Provide specifications of its characteristics related to
both short wave and long wave radiation?
U = 5.7 W/m2 0C < 6.922W/m2 0C
SHGC = 0.4
9.4
What passive solar architectural features are being Passive solar architectural features are
used in the building?
considered while designing the buildings in
respect of orientation of building thermal
Illustrate the applications made in the proposed
insulation aspects for wall with fenestration
project.
& roof is considered as per ECBC 2007
Guidelines viz., Balconies, Projections,
Recessed window etc.,
9.5
Does the layout of streets & buildings maximize the
potential for solar energy devices? Have you
considered the use of street lighting, emergency
lighting and solar hot water systems for use in the
building complex? Substantiate with details.
Yes
Solar hot water facilities and Solar panels
for Street lighting are proposed to be
adopted.
22
Terrace floor plan with solar panel nos.
capacity details is appended as Annexure
– O.
9.6
Is shading effectively used to reduce cooling/heating As per ECBC Guidelines the thermal
loads? What principles have been used to maximize transmittance (U) value = 0.409 W/m2-0C
the shading of Walls on the East and the West and for roofs
the Roof? How much energy saving has been
effected?
9.7
Do the structures use energy-efficient space Yes, Passive solar architectural features
conditioning, lighting and mechanical systems? are considered while designing the project
Provide technical details.
in respect of orientation of building with
natural light and ventilation
Provide details of the transformers and motor The Low loss energy efficient
efficiencies, lighting intensity and air-conditioning load transformers, CFL’s, Ballasts, variable
frequency drives for motors for low power
assumptions?
consumption are proposed.
Variable frequency drive is used for motor
Are you using CFC and HCFC free chillers? Provide and pumps in order to reduce the energy
specifications.
consumption.
9.8
What are the likely effects of the building activity in None
altering the micro-climates?
Provide a self assessment on the likely impacts of the
proposed construction on creation of heat island &
inversion effects?
9.9
What are the thermal characteristics of the building For Roof
envelope? (a) roof; (b) external walls; and (c) U – 0.34 W/m2-0C < 0.409 W/m2-0C
fenestration?
For Walls:
Give details of the material used and the U-values or
U-Value = 0.42 W/m2 0C < 0.431 W /m2
the R values of the individual components.
0C
For Vertical Fenestration
U-Value = 5.7 W /m2 0C < 6.922 W/m2 0C
and Max. SHGC : 0.40
9.10
What precautions & safety measures are proposed The building is designed in compliance
against fire hazards? Furnish details of emergency with fire and safety norms and the NOC is
plans.
obtained from Fire Fighting Department.
Static Fire water tank as per the
regulations is proposed, Wet risers and
sprinklers provided as per the Fire Fighting
Norms.
23
9.11
If you are using glass as wall material provides Low E glasses are considered and as per
details and specifications including emissive and the details furnished above.
thermal characteristics.
9.12
What is the rate of air infiltration into the building? NA
Provide details of how you are mitigating the effects
of infiltration.
9.13
To what extent the non-conventional energy
technologies are utilized in the overall energy
consumption?
Solar hot water facilities and Solar Street
lighting system are proposed.
Provide details of the renewable energy technologies
used.
10. Environment Management Plan:
10.1
The Environment Management Plan would consist of
all mitigation measures for each item wise activity to
be undertaken during the construction, operation and
the entire life cycle to minimize adverse
environmental impacts as a result of the activities of
the project. It would also delineate the environmental
monitoring plan for compliance of various
environmental regulations. It will state the steps to be
taken in case of emergency such as accidents at the
site including fire.
Wet risers/down riser, fire alarm system,
automatic sprinklers system, and portable
fire extinguishers are proposed in case of
fire accidents.
Details of mitigation measures to minimize
adverse environmental impacts during
construction and operation phase of the
project is appended in Environmental
Monitoring plan is enclosed as
Annexure – G.
24