CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
CONCEPTUAL PLAN
(CONSTRUCTION OF RESIDENTIAL APARTMENTS)
M/s. E.SATYANARAYANA MURTHY & OTHERS
CONSTRUCTION OF RESIDENTIAL APARTMENTS
SY.NO:
K. AGRAHARAM, DELUXE THEATRE ROAD, AMALAPURAM,
PREPARED AND SUBMITTED BY
SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, B
Email: [email protected]
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
CONCEPTUAL PLAN
(CONSTRUCTION OF RESIDENTIAL APARTMENTS)
E.SATYANARAYANA MURTHY & OTHERS
CONSTRUCTION OF RESIDENTIAL APARTMENTS
SY.NO:438/1, 439/2, 439/3, 439/4
K. AGRAHARAM, DELUXE THEATRE ROAD, AMALAPURAM,
EAST GODAVARI DISTRICT
PREPARED AND SUBMITTED BY
SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, B-1, BLOCK-B, IDA, AUTONAGAR,
VISAKHAPATNAM
Phone: 0891-2755528
Email: [email protected]
Recognized by MoEF&CC,
QCI Accredited, S.No.136
January’ 2018 1
(CONSTRUCTION OF RESIDENTIAL APARTMENTS)
E.SATYANARAYANA MURTHY & OTHERS
CONSTRUCTION OF RESIDENTIAL APARTMENTS
438/1, 439/2, 439/3, 439/4,
K. AGRAHARAM, DELUXE THEATRE ROAD, AMALAPURAM,
PREPARED AND SUBMITTED BY
SV ENVIRO LABS & CONSULTANTS
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 2
1.0 INTRODUCTION
M/s. E. Satyanarayan Murthy & Others is located at Sy.No. 438/1, 439/2, 439/3, 439/4 of
K. Agraharam, Deluxe Theatre Road, Amalapuram, East Godavari District with its registered
office at D.No: 11-6, Narsimhadevara Street, Alamuru village and mandal, East Godavari
District.
M/s. E. Satyanarayana Murthy & Others enjoys good brand equity in the upper middle and
upper class for its housing projects at reasonable and affordable costs with optimum customer
satisfaction. The main objective of the company is to provide housing in a clean environment
of beautiful living. The mission is to anticipate and exceed the customer’s aspirations with
quality construction.
M/s. E. Satyanarayana Murthy & Others acquired a land to an extent of 2.45 Acres
proposes to construct Apartments at Sy.No. 438/1, 439/2, 439/3, 439/4 of K. Agraharam,
Deluxe Theatre Road, Amalapuram, East Godavari District.
In this direction, the company had approached for approvals and clearances from local
authorities for construction of Flats to meet the needs of the society. The total units under the
proposed housing project would be 170 no. flats (all 2 bedroom flats) which comprise of Four
Blocks and amenities.
1.1 ABOUT THE PROJECT:
M/s. E. Satyanarayana Murthy & Others proposes for construction Project of residential
building at 438/1, 439/2, 439/3, 439/4 of K. Agraharam, Deluxe Theatre Road, Amalapuram,
East Godavari District. The projects total built up area is 25155.2 Sq.mts.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 3
The area of town has educational institutions, Banks, Private Business centers and number
of residential apartments.
The project of this magnitude would have various positive and negative impacts and the same
are to be addressed during design stage of the project to arrive at mitigation/ management
measures.
The water requirement of the project during operation will be met through Municipal Supply
& Bore well. Sewage treatment plant will be provided to treat the waste water. Water
conservation measures will be incorporated in the plumbing designs. Water recycle / reuse will
be adopted by way of using treated water for toilet flush systems, and green belt development.
The balance treated water and storm water will be let-out into the municipal drain. The
required power will be drawn from the APTRANSCO and the energy requirement will be
optimized by adopting energy efficient design for lighting; by providing open space between
each flat to allow sunlight. Solar energy will be used for common street lighting, and other
areas wherever feasible economically. Construction material will be drawn from local sources
which include flyash based construction materials.
The parking provision follows the guidelines prescribed by GO MS 119 and NBC, 2005 and
building policy of State of Andhra Pradesh.
1.1.1 GOVERNMENT OF INDIA – LEGISLATION – CONSTRUCTION PROJECTS
Government of India, Ministry of Environmental Forests, New Delhi has issued a notification
with regard to the development of infrastructure / construction projects, which is known as
EIA Notification-2006, issued on 14.09.2006. As per this notification all the building
/construction projects / Area Development projects and Townships projects are exempted from
Scoping, EIA and Public Hearing as it comes under 8 (a) category.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 4
1.1.2 CLEARANCE REQUIREMENTS FOR THIS PROJECT
The project would need the following clearances:
1. Layout clearance from Municipal authorities
2. Environmental Clearance from the AP SEIAA under EIA Notification, 2006.
1.1.3 SITE SELECTION CRITERIA
Site selection criteria play an important role in the initiation of any developmental activity
such as Residential/commercial developmental project. Availability of basic infrastructure
necessary for the construction project & demand for housing purposed as it is facilitated for
general requirements like educational institutes, Transportation, etc, no alternate site is
examined.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 5
Table -1: Details about Project Site
Site Location Sy.No. 438/1, 439/2, 439/3, 439/4, K. Agraharam,
Deluxe Theatre Road, Amalapuram, East Godavari
District
Latitude 16°34'26.33"N
Longitude 82° 0'0.32"E
Nearest Highway NH-214 at a distance of 0.20 kms
Nearest Habitation K M Agraharam
Nearest Airport Rajahmundry Airport at 62.15 kms
Nearest Railway station Palakolu Railway station at 32.0 km
Narsapur Railway station – 36.37Kms
Nearest Water Bodies Kummaripalli Drain at 0.07kms
River Godavari – 6.38Kms
AMP Lake at 0.74Kms
Nearest National Park/Wild life
sanctuary
None within 10km Radius
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 6
M/s. E. Satyanarayana Murthy & Others
Fig: Google Image of 10km Radius
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
M/s.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
M/s. E. Satyanarayana Murthy & Others
Fig: TOPO MAP of 10Km Radius
7
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
Fig: Site Layout
8
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 9
Table-2: LAND ALLOCATION FOR VARIOUS PURPOSES
Area in Sq.mts
S.No Floors Block -A Block -B Block-C Block – D Amenities
1 Stilt Floor 1620.17 975.00 1005.20 1073.42 172.86
2 Ground Floor 1330.37 871.43 871.43 871.43 117.05
3 First floor 1330.37 871.43 871.43 871.43 117.05
4 Second floor 1330.37 871.43 871.43 871.43 117.05
5 Third floor 1330.37 871.43 871.43 871.43 117.05
6 Fourth Floor 1330.37 871.43 871.43 871.43 117.05
Floor wise Built up Area 8272.02 5332.15 5362.35 5430.57 758.11
TOTAL BUILT UP AREA
(Stilt + G + Upper 4 floors)
25155.2Sq.m
TOTAL SITE AREA 9922.04 Sq.m or 2.45Acres
PROVIDED PARKING AREA
(Stilt Floor)
4846.65 sqm
Open parking area 354.28Sq.m
Total Parking area provided 5200.93Sq.
PROVIDED TOTLOT AREA 992.0 sq.m
TOTAL NO. OF FLATS 170 (All 2 bed room flats)
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
1.2 PARKING PROVISION
It is proposed to provide Stilt
prescribed by Building policy of Andhra Pradesh.
As per NBC norms, parking
For 1 Car Parking – 28.0
For 2 Wheeler parking
Parking Provisions details:
Total Number of Units: 170
The proposed construction project
As per NBC norms, parking area is required as follows:
For 1 Car Parking - 28 sq.mts
For 1 two Wheeler Parking- 2.5
Parking space provision of the Project:
Floor Provided
Parking area
(sq.mts
Stilt for residential
(@20% of total built
up area i.e.,
4061.71Sq.mts)
4846.65
Open area
Parking area
provided
5200.93
Required parking as
per GO 119, GoAP
Parking provided
Required parking as per MoEF
4 Wheelers
(@28Sq.m per ECS)
170
2 Wheelers
(@2.5Sq.m per vehicle)
170
Parking area required
Parking area provided
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
PARKING PROVISION
Stilt Floor for parking. The parking provision follows the guidelines
prescribed by Building policy of Andhra Pradesh.
parking area is required as follows:
28.0 Sq.mts
For 2 Wheeler parking – 2.5 Sq.mts
The proposed construction project is all of two bed room units.
rms, parking area is required as follows:
sq.mts
2.5 sq.mts
Parking space provision of the Project:
Provided
Parking area
(sq.mts
No. of units 4-wheeler
4846.65 170 flats 170 nos
354.28
5200.93 170 flats 170 nos
4061.71Sq.m
5200.93Sq.m
Required parking as per MoEF&CC and NBC
Parking area (sq.m) 170 x 28.0 4760.0
170 x 2.5 425.0
5185.0
5200.93
10
for parking. The parking provision follows the guidelines
2-Wheeler
170 nos
170 nos
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 11
1.2.1 Residents Parking:
The entire Stilt floor has been allocated exclusively for residents parking. These parking areas
are both for four wheelers and two wheelers.
1.2.2 Visitors Parking:
Separate Car and 2 wheeler parking places have been provided around the proposed project for
the visitors to park their vehicles.
1.3 RESOURCE REQUIREMENT:
1.3.1 CONSTRUCTION PHASE:
The duration of construction of construction phase of the project is about 3 years from
the date of commencement of the work.
The major requirements of the construction phase include:
a. Construction machinery
b. Power
c. Fuel
d. Water
e. Man power
f. Temporary Housing
1.3.2 OPERATIONAL PHASE:
The major requirements of the complex in the operational phase include:
a. Power
b. Water Supply
c. Sewage Treatment Plant
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 12
2.0 Project Description
The firm intends to construct 170 nos. of two bed roomed apartments at Sy.No. 438/1,
439/2, 439/3, 439/4 of K. Agraharam, Deluxe Theatre Road, Amalapuram, East Godavari
District, Andhra Pradesh. The flats are proposed to be constructed on a land admeasuring
9922.04 Sq.mts of site area and Built up area is 25155.2 Sq.mts standing in the name of
the company in Amalapuram. The proposed construction will be undertaken on a plot of
land after having approval of the authorities.
2.1 Project Scenario
After the adverse affects of the Economic recession in the last 1 ½ years, the construction
activity, especially construction of economy apartments and individual houses is
increasing with the signs of economic recovery. As the Directors of the company having
good experience in construction activity and acquired huge quantity of sites.
Due to the growing requirement of apartments in economy segment and to get the benefits
and privileges which were recently declared by the State and Central Governments in the
form of Government fees, flats registration charges, lower rate of interest on housing
loans, income tax benefits etc., the firm has decided to take up the construction of
apartments/flats in addition to its trading of plots/sites. Although the project is the maiden
venture of the unit, it is capable of executing the same on profitable lines riding on the
collective experience and the financial strength.
2.2 LOCATION AND ACCESS TO THE SITE:
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 13
The Residential complex is proposed at Sy.No. 438/1, 439/2, 439/3, 439/4 of K. Agraharam,
Deluxe Theatre Road, Amalapuram, East Godavari District, Andhra Pradesh proposed
residential complex is located at 0.20 km distance from national highway.
2.2.1 PROPOSED PROJECT:
The entire residential complex will consist of residential flats only.
2.3 INFRASTRUCTURE REQUIREMENT
The infrastructure requirement for the proposed construction project can be broadly classified
into the following four heads:
1. Basic Infrastructure
2. Environmental Infrastructure
3. Other infrastructure – Project Specific and
4. Social Infrastructure
The basic infrastructure covers the main requirements like
� Construction material (Steel, Cement, Bricks etc)
� Water
� Power
� Roads, Street Lights
� Sewerage system
The Environment infrastructure covers
� Solid Waste collection & disposal
� Effluent collection & disposal
� Air Pollution – from DG sets and their correction
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 14
Other Infrastructure covers
In addition to the above, the following infrastructure will be developed side by side with
project depending upon the requirement:
� Communication facilities
� Fire& Safety
� Security etc
� Parking Bays
� Parks and open spaces
2.4 BASIC INFRASTRUCTURE:
2.4.1 WATER AVAILABILITY
Domestic water: Water for the proposed project during construction would be sourced from
ground water and proposed to draw domestic water from the Municipal Supply, which have
been encouraging the bulk consumers. The water requirement of the project during occupation
stage will be in the order of 100.0 KLD and during construction it will be in the order of
121.0cum/day.
Per a unit 5 no. of persons allocated and per a person 135 Litres of water consumption will be
there.
Table-6: Water Requirement of the project
Land use No. of units No. of
persons per
unit
Water
required
per person –
liters
Water
consumption
Total water
requirement -
lit
Flats (A,B,C,
D Blocks)
170 5 135 675 114750
Amenities 1 120 45 5400 5400
Total 120150
Total water required for the project is 120.15 KLD rounded to 121.0 KLD
Water requirement shall be reduced by adopting dual plumbing system.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 15
For Dual plumbing system separate tank is provided to store the treated waste water, the tank
shall be 1 foot below the overhead tank. Separate pipe system is provided to pump the treated
water for flushing.
Table -7: Water saving of the project
Unit No. of units No. of
persons
Water
requirement
in Lit.
Treated
water reuse
in Lit.
Effective water
requirement in
lit.
Flats
(Blocks-
A,B,C, D)
170 5 114750 48060 66690
Amenities 1 120 5400 1080 4320
Total 120150 49140 71010
Note: Treated water reuse assumed @ 40 L/Head for housing and @ 20 L/Head in amenities.
Approximately 49.14 KLD of water will be saved by adopting recycling of treated water in the
toilet flush. The effective water consumption is reduced by 71.01 KLD. The water balance of
the project during occupation stage is tabulated below:
Table-8: Water Balance during occupation stage
Input KL/day Out put KL/day
Domestic water
(A,B,C,D Blocks)
66.69 Treated waste water to
Municipal sewer lines
53.35 108.13KLD
(Waste water
generated
from A,B,C, D
Blocks &
Amenities)
Amenities 4.32 3.45
Recycled water
(A,B,C,D Blocks
& Amenities)
49.14 Treated waste water for
recycle
49.14
Water requirement for green
belt during non monsoon
2.5
Losses approx 10% 11.71
Total 120.15 Total 120.15
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 16
The water used in the order of 121.0 KL/day would generate 108.13 KL/day of waste water.
The total waste water has to be treated for reuse and or disposal. The water balance flow chart
is as follows
Water Balance Chart:
Occupation Stage – Flow chart Water Consumption for Blocks –A,B,C&D
(120.0 KLD) Losses (11.71 KLD)
Sewage(Appx.90%:108.13 KLD)
Reuse/Flushing-49.14 KLD
Note: Day 1 Water requirement = 120.15 say 121.0 KLD
Table-9: SUMMARY OF FRESH WATER REQUIREMENT & WASTE WATER
GENERATION:
S.NO DESCRIPTION FRESH WATER WASTE WATER
1 DOMESTIC WATER
REQUIRED – (A, B, C
BLOCKS & AMENITIES)
120.15 KLD 108.13 KLD
TOTAL 120.15 SAY
121.0KLD
108.13 KLD
SAY 108.0KLD
Municipal
supply/Bore
Well
Domestic
Sewage
Treatment
Plant
Treated
Effluent
Municipal
drains
(52.05 KLD)
Green Belt (2.5KLD)
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
SEWAGE TREATMENT SYSTEM
Design Parameters:
STP Capacity 120
Process of STP MBBR treatment process shall be adopted. The technology shall be
provided which
Location of STP Shown in Site Plan
FLOW DIAGRAM FOR SEWAGE TREATMENT PLANT
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
SEWAGE TREATMENT SYSTEM (A, B, C, D & AMENITIES BLOCKS)
20 KLD
MBBR treatment process shall be adopted. The technology shall be
provided which occupies less space.
Shown in Site Plan
AM FOR SEWAGE TREATMENT PLANT– 120 KLD
17
& AMENITIES BLOCKS)
MBBR treatment process shall be adopted. The technology shall be
KLD
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 18
2.4.2 SOLID WASTE
The total number of people anticipated to stay in the housing project is in the range of 850.
The anticipated solid waste/ garbage is in the range of 500 g/head from residential and 300
g/head from amenities, and the total garbage will be in the order of 461.0 kg/day.
Table-11: SOLID WASTE GENERATION
Unit No. of units No. of
persons/unit
Total No. of
persons
Total solid waste in kgs
Flats 170 5 850 425Kg @0.5 kg/head
Amenities 1 120 120 36 Kg @ 0.3 Kg/Head
Total 461.0
Solid waste Generated and disposal details
The solid wastes anticipated during occupation stage include garbage’s, sludge from STP,
hazardous waste of used oils and batteries from generators.
Table-12: Solid waste generation and disposal details
Type of
waste
Quantity Collection/ storage Disposal
Garbage 461.0
kg/day
Segregate at each house in green and
blue bins for dry waste & wet waste
respectively. Collected and
transported to the segregation bin
The solid waste will be
converted manure
Sewage
Treatment
Plant Sludge
10.0
kgs/day
Stored in HDPE bags Used as manure and or
given to nearby fields
Used
Batteries
2
nos. year
-- Sent to Authorized
recyclers or returned to
seller
Used
Lubricant
50Lt/year Stored in HDPE Carboy Sold to authorized
recyclers
Transformer
oil
50Lt/year Stored in HDPE Carboy Sold to authorized
Contractors
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 19
Waste oil 100 LPA Stored in HDPE Carboy Sold to authorized
Contractors
� As we are having total Built-up area 25155.2 sq. mts which is > 5,000 sq.mts,
based on notification, we will segregate the waste in separate streams at source,
hand over recyclable material to the authorized waste pickers or recyclers as per
the MSW Rules, 2016.
� The bio-degradable waste shall be processed, treated and disposed off through
composting or bio-methanation within the premises.
� The residual waste shall be given to the waste collectors or agency as directed by
the local body.
Collection and Segregation of waste:
1. A door to door collection system will be provided for collection of domestic
waste in plastic bags from household units.
2. The local vendors will be hired to provide separate colored bins for dry
recyclables and bio-degradable waste.
3. For waste collection, adequate number of colored bins (Green, blue and dark
grey separate for Bio-degradable and non bio-degradable) are proposed to be
provided at the strategic locations of the commercial area.
4. Litter bin will also be provided in open areas like parks etc.
A number of facilities will be provided by M/s. E.Satyanarayana Murthy & Others, to the
occupants and the facilities are shown in table
Table: 13 Requirements Proposed
Requirement Nos. of Description
Tot Lots and Gardening area 992.0 sq.m
DG Sets 300 KVA -1 No
Sewage Treatment Plant 1 No (120 KLD Capacity)
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 20
Garbage Segregation Point 1 No
The owners/purchasers will form cooperatives to run the remaining amenities like sewage
treatment plant, DG sets. The major requirement of resource is for electricity and water.
2.4.3 ELECTRICITY CONSUMPTION
The electricity will be drawn from APTRANSCO. A number of transformers will be
provided to reduce voltage fluctuation and to provide quality energy. The power
requirement during operation phase is presented in table below:
Table: 14 Energy Consumption Statement
Type of Housing Total
Units
Load in KW Total
connected
Load (KW)
Total Connected
Load (KVA)
Total Max
Demand (KVA)
Block A, B,C&D 170 8 1360 1700.0 1700.0
Street Lights 143 0.03 4.29 5.36 5.36
Amenities 1 1 39.9 49.8 49.8
STP 1 90 90.0 112.5 112.5
Lifts 6 15 90 112.5 112.5
Total 1614.19 1980.16 1980.16
Power Factor = 1.25
Total Consumption per month = 59404.8 KVA
Total Consumption per year = 712857.6 KVA
Electrical Savings = 7.6%
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 21
Table: 15 Savings in Electrical Power Consumption - Summary
S.
No
Description With
CFL
With Solar
Heater and
Street
Lighting
Total
Consumption
lakh units
Total
saving
1 Savings in lakh kwh
units
94.65
55.8
1980.16
150.45
2 Savings in
percentage (%)
4.78
2.82
7.6
2.4.3.1Energy Conservation Measures:
� Energy Efficiency Measures
a. LED in common areas
b. LED Usage in individual units/flats
c. Provision of solar water heaters for Amenity hall
d. Solar lighting for common areas/street lights (1 in 3).
e. Timer based lighting management in common areas
f. The lighting levels will be selected to suit the functional requirements
g. Each block will be interconnected by corridors which help in better utilization of
natural day light (double glass will be used for more cooling) and turbo ventilators
proposed at common areas for saving day light.
h. For saving of day light and low solar heat gaining High efficiency low-e glass type
for windows will be used.
Eco-friendly Measures:
1. Exploring possibilities of using Solar Lights
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 22
Others:
The security will be handed over to a private agency. Water conservation measures will be
updated frequently and all the residents will be educated periodically.
The total potential of 143 KW per day (40% roof area) and possibility for use of solar
energy for common lighting or solar water heating will be explored.
2.5 USE OF FLY ASH:
Flyash based light weight bricks will be used for construction of walls etc. Flyash based
tiles will be used for flooring of common areas in cellular.
2.6 Rain water Harvesting Structures
Storm water drains are provided with rainwater harvesting structures which will act as flow
dissipaters and also as infiltration trenches to measure runoff from the roof is collected in
storm water collection sump and the over flow shall join the storm water drain. For roads it is
proposed to provide rain water harvesting structures and will be located at downspouts in the
plot area. Typical drawings of rainwater harvesting structures are presented for roof areas of
14 x 14 m. The typical cross section of rain water harvesting structure is shown in the figure.
RAIN WATER HARVESTING
� A fully fledged rainwater harvesting scheme will be provided to intercept and store rain
water for use and replenish underground water levels.
� The rainwater from the roofs will be passed through the filters and collected in sumps
earmarked for this purpose. The first flows as well as surplus flow would bypass these
sumps by means of suitable valve controls and leads out to the surface drains.
� The surface drains would lead the runoff into the rainwater harvesting pits.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
Storm water drains are provided with rain water harvesting structures which will act as
flow dissipaters and slope as infiltration trenches to ensure percolation of water and
enhance the ground water table. Through the entire runoff from the roof is collec
storm water collection sump and the flow shall join the storm water drains. For roads it is
proposed to provide rain water harvesting structures and will be located at downspouts in
the plot area. Typical drawing of rainwater harvesting structure is
of 14 x 14 m.
The typical cross section of rain water harvesting structure is shown in the figure.
Rain Water Harvesting Pit
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS
Storm water drains are provided with rain water harvesting structures which will act as
flow dissipaters and slope as infiltration trenches to ensure percolation of water and
enhance the ground water table. Through the entire runoff from the roof is collec
storm water collection sump and the flow shall join the storm water drains. For roads it is
proposed to provide rain water harvesting structures and will be located at downspouts in
the plot area. Typical drawing of rainwater harvesting structure is presented for roof areas
he typical cross section of rain water harvesting structure is shown in the figure.
Rain Water Harvesting Pit
23
Storm water drains are provided with rain water harvesting structures which will act as
flow dissipaters and slope as infiltration trenches to ensure percolation of water and
enhance the ground water table. Through the entire runoff from the roof is collected in
storm water collection sump and the flow shall join the storm water drains. For roads it is
proposed to provide rain water harvesting structures and will be located at downspouts in
presented for roof areas
he typical cross section of rain water harvesting structure is shown in the figure.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 24
2.7 ENERGY SAVING MEASURES
Energy saving measures constitutes a principal component of this project and is built into the
design concept as well as selection of various equipment.
Buildings:
� The blocks will be in rectangular outline and the longer sides face north to minimize
heat gain through the walls.
� Every block will be interconnected by corridors which help in better utilization of
natural daylight.
Electrical equipments and system
� The CF lamps envisaged would save around 20% energy is vis-a-vis conventional
lamps.
� Electronic ballasts are envisaged for fluorescent light fittings.
� Automatic timer controls would be provided for external lighting.
� Automatic power factor correction capacitor panels at various loads centers will help in
maintenance of PF at desired levels.
Renewable and Alternate Energy Sources
� The renewable and alternative energy sources are needed to minimize pollution of the
environment and in essence be eco-friendly. Towards this end, Solar photovoltaic
systems are recommended for outdoor lighting and indoor emergency lighting.
� For energy conservation, efficient lighting fixtures would be used in the project.
� Photocell activated timer switching systems would be installed to operate the outdoor
lighting.
� Power factor – Improved capacitors would be used for motors and other major power
driven equipment.
� In general roof treatment will employ tiles to reduce the heat gain in the upper floors.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 25
2.8 FIRE PROTECTION
Fire protection is one of the most essential services to be provided. In design component of the
project adequate measure has being taken as per the provisions of the National Building Code.
Building materials shall be of appropriate fire resistance standard. Further, design shall include
provision for the following:
� The electrical systems shall be provided with automatic circuit breakers activated by
the rise of current as well as activated by over current.
� Fire detection systems
� Means of escape
� Access for fireman
� The entire apartment would be provided with fire escape staircases.
3.0 POST PROJECT MONITORING PROGRAMME
In order to maintain the environmental quality within the standards, regular monitoring of
various environmental components is necessary. The proponent will allocate annual
budget towards environmental protection initiatives.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 26
4.0 ENVIRONMENTAL BUDGET
Project Cost : 35.0 Crores
EMP Budget : 3.4 Crores
Table -21: Environmental Budget
S.
No
Description Item Nature of
budget
Recurring
cost in
Lakhs (A)
Capital
cost in
Lakhs
(B)
Remarks
1 Air pollution
/ Plantation
Plantation Capital /
Recurring
10.0 20.0 Maintenance
2 Water
pollution
STP Capital /
Recurring
25.0 60.0 Water
Treatment
Bio-digester Capital /
Recurring
10.0 25.0 Water
Treatment
RWH Capital/
Recurring
15.0 40.0 Ground
Water
Recharge
3 Noise
Pollution
Silencer for
Genset
Capital -- 30.0
4 Energy
Conservation
Solar Water
Heating /
Common
lighting /
Photo
Voltaic Cell
Capital /
Recurring
25.0 60.0 Installation
and
maintenance
5. Solid Waste
Management
Segregation
of Dry
waste &
wet waste
Capital/Recur
ring
5.0 15.0 Maintenance
Total 90.00 250.0
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 27
5.0 GREEN BELT DEVELOPMENT
The following species are chosen for planting of greenbelt
Botanical name Habit Family Local name
Aeglemarmelos T Rutaceae Maredu
Albizialebeck T Mimosaceae Dirisena
Alstoniascholaris T Apocynaceae Edakulapala
Areca catechu T Arecaceae Vakka
Anthocephaluscadamba T Rubiaceae Kadamba
Cassia fistula T Caesalpiniaceae Rela
Bauhinia purpurea T Caesalpiniaceae Peddari
Bauhinia variegata T Caesalpiniaceae Devakanchanamu
Cassia siamea T Caesalpiniaceae Cassod tree
Peltoferrumpterocarpum T Caesalpiniaceae Kondachinta
Polyalthialongifolia T Annonaceae Naramamidi
Azadirachtaindica T Meliaceae Vepachettu
Mimusopselengi T Sapotaceae Pogada
Nyctanthusarbortristics T Oleaceae Parijathamu
Neriumodorum S Apocynaceae Ganneru
Tecomastans T Bignoniaceae Swarnaganneru
Tectonagrandis T Verbenaceae Teku
Delonixregia T Caesalpiniaceae Turai
Micheliachampaca T Magnoliaceae Sampangi
Other Ornamental Plants
Technical Specifications for Plantation
1. The plant spacing should be 1-3 m x 1-3 m depending on width of the crown of tree,
width of greenbelt and species composition;
2. The seedlings should be transplanted in monsoon period (June 15 - July 31). So, the
land for planting is to be handed over before July 15. The soil working/pit digging
works should be done preferably before onset of monsoon;
3. All activities that are related to procurement of seeds, rising of seedlings, digging of
pits, planting and caring the plants for specified period shall be done by proponent.
Similarly, the proponent shall ensure at least 90% of plant survival at the end of the
deal; and
4. Rising of seedling in nursery to a suitable size of transplanting - within 45 days after
placement of order.
Keeping the master plan at around the project site in mind, the stage wise plantation is
prepared.
CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 28
SITE PHOTOS