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Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
CONCEPTUAL PLAN AND ENVIRONMENTAL MANAGEMENT PLAN
PROJECT DETAILS:
The proposed commercial project “Ashiana Dwarka” is coming up at Khasra No.: 561/6,
562/1, 562, 562/2, 562/3, 562/4, 562/5, Village - Dhinanon Ki Dhani, Patwar Halka: Pal, Tehsil
Jodhpur, District Jodhpur, Rajasthan.
LOCATION OF PROJECT
The project site is located at Jodhpur, Rajasthan. The geographical coordinates of the project
site are 26°12'23.01"N, 72°59'03.00"E Google map of 500 m. radius showing surrounding
features is enclosed as Annexure- V.
BUILT UP AREA DETAILS:
S. No. Floors F.A.R. (Sq.m.) Gross B.U.A (Sq.m.)
1 Basement -- 2189.28
2 Ground Floor 2533.54 7365.8
3 First Floor 5906.08 7428.54
4 Second Floor 5906.08 7428.54
5 Third Floor 5906.08 7428.54
6 Fourth Floor 5906.08 7428.54
7 Fifth Floor 3425.16 4706.22
8 Sixth Floor 3425.16 4463.6
9 Seventh Floor 3425.16 4463.6
10 Eighth Floor 3425.16 4463.6
11 Nineth Floor 3425.16 4463.6
12 Tenth Floor 3425.16 4463.6
13 Eleventh Floor 3425.16 4463.6
14 Twelfth Floor 3425.16 4463.6
15 Terrace Floor -- 388.5
Total 53,559.14 75,609.16
PARKING DETAILS (TOTAL):
1. Residential:
FAR area: 53,559.14 sq. m.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
1 ECU per 75 sq. m. of FAR area
= 714.12 ECU
2. Visitors
25% Visitors Parking
= 178.53 ECU
Total parking required : 893 ECU
Total parking provided : 900 ECU
Details of parking provided:
POWER REQUIREMENT:
Connected load : 5,728.00 KW
Maximum Demand : 3,182.00 kVA
Load Breakup:
Load Calculation for Sub Station Capacity of Ashiana Dwarka at Jodhpur, Rajasthan
Sl. No.
Type of Flat
Total no. of each type
Total BUA per Flat (sq.
ft)
Connected Load per sq.
ft. as per RSEB
norms (KW)
Assessed Connected Load per Unit (KW)
Assessed Connected
load per Flat (KW)
Total Connected Load (KW)
for each type
Unit
Residential Load
G + 4 Blocks
1 A type (3BHK) 60 1160 0.008 9.28 9 540
2 B type
(2 BHK) 80 958 0.008 7.664 7.5 600
S + 12 Blocks
Total
S.N
.
Details Cars Two Wheelers Total ECU Basis of
ECUS
Total area required Total area
provided
1. Basement 64 14 (5 ECU) 69 32 sq. m. 2,208.00 sq. m. 2,208.00 sq. m.
2. Open 459 317 (106 ECU) 565 23 sq. m. 12,811.00 sq. m. 12,995.00 sq. m.
3. Stilt 164 239 (80 ECU) 244 28 sq. m. 6,832.00 sq. m. 6,832.00 sq. m.
4. EWS/LIG - 67 (22.33 ECU) 22.33 23 sq. m. 513.59 sq. m. 513.59 sq. m.
Total 687 637 900 22,364.59 sq.m. 22,548.59 sq.m.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
3 A type (3BHK) 240 1226 0.008 9.808 10 2400
4 B type
(2 BHK) 192 1046 0.008 8.368 8 1536
5 EWS/ LIG 67 430 0.008 3.44 3.5 235
Total number of Residential Units
639
Total Connected Load for Residential Units (in KW) 5311 KW
Common Pool Load
Qnty KW/ Blk
1 Passenger Lifts
27 6 162
2 Parking/ Lobby/ Stair Lights
25
3 Lights & Ventilation for Basement Parking (23550 sq.ft)
25
4 Water Pump Sets 50
5 Guard Room, Area Lights, Fountains, Signage etc.(KW) 35
6 Club, Community Hall, Swimming Pool etc 60
7 S.T.Plant 60
Total Connected Load for Common Pool (in KW)
417
Total Connected Load in Ashiana Dwarka at Jodhpur
5728 KW
Considering a Div.Factor of 0.5 the Maxm. Power Demand (in KW) is likely to be 2864 KW
Maximum Demand in KVA Unit (Assuming P.F. of 0.9)
3182 KVA
Maximum Power Demand in the Colony in KVA Unit, say,
3182 KVA
To operate Sub Stn. eqpts at 80% of Rated Capacity, Min. Transformer Rating should be
4000 KVA
Sub Station capacity may be 1 x 5000 KVA or as suggested by JVVNL authority.
Selection of Transformers:
Total load requirement : 5728 KW
Applying power factor of 0.9 : 3182 kVA
Load requirement
Considering 80% loading of rated transformer capacity, : 4000 kVA
Minimum rating of transformer required
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
Hence, 5,000 kVA - 1 nos. 11/ 0.433 kV transformers will be used.
Selection of DG sets :
Total load requirement : 880 KW
Applying power factor of 0.8 : 770 kVA
Load requirement
Considering 80% loading of rated DG capacity : 962 kVA
Minimum rating of Genset required
Hence, 3 nos. of 320 kVA DG set may be selected.
Back Up Source :
There will be power backup through DG sets of cumulative capacity of 960 kVA (320 kVA- 3
nos.) used in case of power cut or failure. DG set will be provided with a effective safe stack
height of 42.50 m. The fuel requirement is tabulated as under:
S. No Capacity of DG set Fuel Fuel consumption
1. 320 kVA (3 nos.) HSD 66.6 l/hr/DG
WATER DEMAND:
The total daily water requirement for the project will be 448 KLD (306 fresh + 142 recycled)
Existing : 380 KLD (245 fresh+ 135 recycled)
Proposed : 133 KLD (61 fresh+ 72 recycled)
BASIS OF WATER DEMEND (Proposed expansion):
Particulars Population Basis / flat
/ unit
Flats/ units nos.
Total population
Fresh water
demand basis (lpcd)
Total Fresh water demand
(ltr)
Flushing water demand (Treated
wastewater) basis (lpcd)
Total Flushing water demand
(Treated wastewater)
(ltr)
2 BHK 5 32 160 65 10400 21 3360
3 BHK 5 120 600 65 39000 21 12600
EWS 3 14 42 65 2730 21 882
visitors 120 9 1080 6 720
club 287 21 6027 9 2583
staff 50 21 1050 9 450
Total KL 60287.0 say 61KLD
20595.00
Total 61 KLD 21 KLD
Filter Back Wash 3.0 KLD
Washing 4.0 KLD
Landscaping 44.0 KLD
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
Fresh water
245 KLD
Recycle/
Reuse
treated
wastewater
135 KLD
Group Housing: 230 KLD
Flushing : 70 KLD
290 KLD
Waste water
S
T
P
Capacity
300 KLD
205 KLD
Sludge &
Evaporation
losses
15 KLD
STP treated wastewater
WATER BALANC- EXISTING
Daily Water Demand = 245 + 135 = 380 KLD
70 KLD
Landscaping : 65 KLD
15 KLDPool top-up: 15 KLD
Excessive
Treated
Water:
140 KLD
Fresh water
61 KLD
Recycle/
Reuse
treated
wastewater
72 KLD
Group Housing: 59.0 KLD
Flushing : 21.0 KLD
75 KLD
Waste water
S
T
P
Capacity
100 KLD
47 KLD
Sludge &
Evaporation
losses
3.0 KLD
STP treated wastewater
WATER BALANCE- PROPOSED
Daily Water Demand = 61 + 72 = 133 KLD
21 KLD
Filter back wash: 3.0 KLD 3.0 KLD
Washing : 4.0 KLD3.0 KLD
Staff & Visitors: 2.0 KLD1.0 KLD
Landscaping : 44.0 KLD
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
Fresh water
306 KLD
Recycle/
Reuse
treated
wastewater
142 KLD
Group Housing: 289 KLD
Flushing : 91 KLD
365 KLD
Waste water
S
T
P
Capacity
400 KLD
252 KLD
Sludge &
Evaporation
losses
18 KLD
STP treated wastewater
WATER BALANCE- TOTAL
Daily Water Demand = 306 + 142 = 448 KLD
91 KLD
Filter back wash: 3.0 KLD 3.0 KLD
Landscaping : 44 KLD
Washing : 4.0 KLD3.0 KLD
Staff & Visitors: 2.0 KLD1.0 KLD
Excessive
Treated
Water:
205 KLD
15 KLDPool top-up: 15 KLD
IDENTIFICATION, PREDICTION AND EVALUATION OF IMPACTS:
Environmental impact can be defined as any alteration of environmental conditions, adverse
or beneficial, caused or induced by the action or set of actions under consideration.
Various operations involved in the proposed project have been studied in details to identify,
predict and evaluate impacts on various environmental components. The identified impacts
were quantified using mathematical models to a possible extent so as to estimate the future
environmental scenario.
AIR ENVIRONMENT:
AMBIENT AIR MONITORING REPORT
Agency hired: Vison Labs
(Vendor code: EES/ ADM / LSUP/ 031/ 032):
Instrument used: Respirable Dust Sampler & Fine Particle Sampler, CO Analyzer
Sampling date: 10-11.04.2015, Duration: 24 hrs.
Parameter Observation Permissible
(maximum)
PM10 (µg/m3) 56.4 < 100
Enkay Enviro Services Private Limited EIA coordinator
Project: Ashiana Dwarka
Promoted by: Ashiana Housing Ltd.
PM2.5 (µg/m3)
SO2 (µg/m3)
NO2 (µg/m3)
Co(µg/m3)
* Monitoring reports enclosed as
Instrument Sensitivity:
Instrument
Respirable Dust Sampler
(RDS)
Fine Particulate Sampler
WINDROSE PATTERN:
Private Limited, Jaipur
28.0 < 60
6.6 < 80
22.5 < 80
988 <2000
* Monitoring reports enclosed as Annexure VI
Range and Sensitivity
Respirable Dust Sampler (PM-10)
0.40 – 1.5 m3/min ±0.02 m
3/min
(Other gases)
0 – 3 LPM ± 0.2 LPM
(PM – 2.5) : ±0.03 DGM m
Authorized Signatory
CP & EMP
(Other gases)
3 LPM ± 0.2 LPM
m3
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
CONSTRUCTION PHASE:
SOURCES:
1. Vehicular Exhaust :
The major source of pollution in construction phase will be vehicles carrying construction
material. Pollution load from the same is calculated as:
Pollution Load = No. of trucks × Emission Factors × Deterioration Factor
Due to movement of average 05 trucks short term pollution load is given in table:
Parameter EMISSION FACTOR
(g /km)*
DETERIORATION
FACTOR (g /km)*
Pollution
Load (g/km)
CO 4.5 1.33 29.92
NOx 1.21 1 6.05
SPM 0.8 1.595 6.38
SO2 0.15 1 0.75
HC 1.21 1 6.05
* Source : CPCB Publication, 1998
2. Emissions from Construction equipments:
The fugitive dust emission sources are:
• Excavation
• Haul road movements
• Construction
• Material Handling
• Finishing
Emissions factors for construction equipment are given in table below:
Equipment Emissions Factors (g/hr)
CO VOC NOX SOX PM10
Excavator 214.09 43.99 516.18 3.31 27.21
Concrete Vibrator 72.57 13.60 122.46 0 4.53
Paving Equipment 186.42 48.53 412.31 1.95 29.93
Roller/ Compactor 165.10 34.92 316.15 1.90 23.13
*Source: SCAQMD CEQA Handbook
CONSTRUCTION PHASE:
SOURCES MANAGEMENT
Dust & emissions from vehicular • Regular sprinkling of water on the haul - road.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
exhaust. • Speed restriction of all vehicles.
• Vehicles will be checked for PUC certification.
The fugitive dust emission
sources are:
• Haul road movements
• Construction
• Material Handling
• Finishing
• Water spraying to prevent dust pollution from different sources
of construction.
• All transportation vehicles will be suitably covered with tarpaulin
& overloading of the vehicles will be avoided.
• Covering of the construction site on all four sides to a
considerable height to prevent dust emissions and other
pollutants to the surrounding environment.
• Ensuring vehicles stick to the access track to prevent mud and
dirt being deposited on roads.
POST CONSTRUCTION PHASE:
DG sets: Stack height calculation
There will be no additional DG set required for the project. Power back up to the common
areas and essential services will be arranged through DG set of capacity 320 kVA –3 no. The
details are tabulated as under:
S.
No.
Capacity of D.G. Set, kVA Fuel consumption Density of oil Sulphur
content
Stack
Height
1. 320 kVA - 3 nos. 66.6 l/hr/per DG 800-850 kg/cm3 0.05% 42.50 m
Calculation of stack height:
The stack height of proposed DG set is calculated as under:
H = 0.2 (√capacity of the DG set in kVA)
= 0.2 x (√320)
= 0.2 x 17.88
= 3.57 m
Say = 3.5 m
However, a safe stack height of 42.50 m.
Impact on Air Quality
The impact on air quality is assessed based on emissions of the proposed DG set and
vehicular emissions. NOx and CO will be the important pollutants emitting from these sources.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
Prediction of impacts on air environment has been carried out employing mathematical model
based on a steady state Gaussian plume dispersion model designed for multiple point sources
for short term. In the present case, AERMOD Version 7.1.0 dispersion model for different
stability state Gaussian plume dispersion, designed for multiple point and line sources for short
term and developed by United States Environmental Protection Agency [USEPA] has been used
for simulations from point and line sources.
Model Input Data
For the modeling purpose, all pollutants as described above are considered. The details of stack
emissions and line emissions envisaged from the project are given in Table-1 (a) & (b).
TABLE-1 (a) STACK EMISSION DETAILS
TABLE-1 (b) LINE EMISSION DETAILS
Parameter Emission rate per ECU (g/sec/m)
NOx 1.17 x 10-6
CO 1.46 x10-5
Presentation of Results
In the present case, model simulations have been carried out for the study period. The Ground
level concentrations are computed for 24-hr average. Maximum Ground level concentrations
of NOx and CO for study period were 4.2 µg/m3 and 3.2 µg/m3 respectively. The obtained
GLC’s are well within the stipulated CPCB standards. The incremental ground level
concentrations for NOx and CO are given in Table-2 (a).
S. No.
Parameters Units DG Set (320 kVA)
Stack- I
DG Set (320 kVA)
Stack- II
DG Set (320 kVA)
Stack- III
1 Stack Height m 42.50 42.50 42.50
2 Top diameter of flue
m. 0.2 0.15 0.15
3 Flue gas velocity m/sec 12 12 12
4 Exit Flue gas temperature
oK 453 453 453
5 Flue gas flow rate m3/sec 0.377 0.212 0.212
6 Emission rate at stack exit
A NOx g/KWh < 9.2 < 9.2 < 9.2
B CO g/KWh < 3.5 < 3.5 < 3.5
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
TABLE-2 (a)
Predicted 24-Hourly Short Term Maximum Incremental Concentrations
Pollutant Maximum Incremental
Concentration (µµµµg/m3)
(X,Y) coordinates
(m)
Towards Direction
NOx 4.2 (- 200 , 0) W
CO 3.2 (- 200 , 0) W
Resultant Concentrations after Implementation of the Project
The maximum incremental GLCs due to the proposed project for NOx and CO are superimposed
on the maximum baseline concentrations recorded during the study period. The cumulative
concentrations (baseline+incremental) after implementation of the project are tabulated below in
Table-2 (b). The predicted ground level concentration isopleths for various parameters during
study period is given in Figure- 1 & 2 respectively.
TABLE-2 (b)
Details of incremental concentration of pollutants on the surroundings
Parameters Baseline
µg/m3
Incremental GLC’s,
µg/m3
Resultant GLC’s,
µg/m3
Standard, µg/m3
NOx 22.5 4.2 26.7 80
CO 988 3.2 991 2000
It is seen from the above table, the resultant GLC’s obtained at Project Site are well within the
CPCB standards (dated 18th November, 2009).
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
FIG.1 Isopleths Showing Maximum Incremental Ground Level Concentrations of NOx
FIG.2 Isopleths Showing Maximum Incremental Ground Level Concentrations of CO
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
MANAGEMENT PLAN
SOURCES MANAGEMENT
• Exhaust from D.G. set of
capacity 320 kVA- 3 nos.
• EPA/CPCB certified DG set conforming to the standards will be
deployed.
• D.G. set will be provided with effective stack height (42.50 m) as per
the norms of CPCB.
• Low sulphur content fuel (HSD - Sulphur content 0.05%) will be used.
• Emission due to vehicular
exhausts especially
congestions during peak
traffic hours.
• Sufficient width of driveways to ensure smooth traffic movements.
• Provisions of fully internalized parking including the parking facilities
for the visitors.
• Guided traffic - ways within the project site.
• Speed humps will be installed for speed restrictions inside the project
area.
WATER ENVIRONMENT: (Ground water analysis report enclosed as Annexure VI)
S.
No.
Particulars Investigated
environmental impacts
Measures for minimizing and / or
offsetting adverse impacts identified
and their Mitigation measures
1. Details of Investigated Environmental impacts due to
i. Project
construction
Groundwater
contamination due to
domestic waste water
release from labors
camp.
Open defecation /
other allied activity.
Dust emissions due to
vehicular movement.
Impact of water
movement on and off
site and its associated
erosions,
sedimentation and
potential pollution
effects.
Septic tanks followed by soak pits to prevent
groundwater contamination.
Provide adequate number sanitation facility and
awareness to workers on the subject.
Controlled water sprinkling @ of 1.0 – 1.5 L / sq.m. .
at the interval of 1 hr is recommended (water requirement
subjected climatic / site conditions).
Soil and water management structures will be in
place prior to the commencement of construction
works, and any advance activities likely to generate
erosion and sedimentation impacts.
Silt fencing with sausage, Temporary silt fencing will
be installed at selected locations across the site.
Stockpiles will not be located in proximity to existing
or proposed drainage lines and storm water inlets.
Enkay Enviro Services Private Limited EIA coordinator
Project: Ashiana Dwarka
Promoted by: Ashiana Housing Ltd.
ii. Regular
operations
Waste water leakage
Odor generation
Seepage to groundwater
Generation of large volume
of wastewater than
anticipated
Rainwater
contamination
Disease vector
generation
• Sludge
Management
Excessive fresh
water usage
Others water usage measures
2. Unhygienic
condition, safe
drinking water
during
construction &
operation phase
One toilet facility
one hand washing
Potable water will be provided
readily accessible to all.
The employer will notify each employee of the location of the sanitation facilities
and water and will allow each
workday to use them. And also will inform the importance good hygiene practices,
Consumption Bathing
Liter 7
%
0
10
20
30
40
50
60
70
liter
Private Limited, Jaipur
Waste water leakage
Odor generation
Seepage to groundwater
Generation of large volume
of wastewater than
anticipated
Check valve, flange, at regular defined interval, and
regular maintenance of WWTP log book WWTP
Locally available active fragrance
WWTP
Regular physico-chemical monitoring of groundwater.
At least 10 % higher capacity of WWTP is
recommended
contamination
Wastewater will be flow in closed system; hence possibility of
rainwater contamination will be minimum.
Regular cleaning of drains / associated structure
Disease vector Take necessary suitable action, like sprinkling of
near WWTP site, regular monitoring for generation of vector in
WWTP water.
Sludge pretreatment and utilization as manure
Excessive sludge may be sent to public space plantation
Excessive fresh
Use of water efficient fixtures can be consider, in place of
conventional system, will help in achieve approximately 36 %
reduction in fresh water demand. Details of the same are as
represented in given below graph:
Others water usage Electromagnetic Current Water meter will be installed at various
locations to monitor the water usage;
• Raw water collection points
• WWTP Inflow
• WWTP out Flow
• And others
One toilet facility (@ per 25 workers), One Urinal facility (@ per 50 workers)
one hand washing (@ per 50 workers) facility will be provided
Potable water will be provided (@ 5 L / person) and placed in / at various locations
readily accessible to all.
The employer will notify each employee of the location of the sanitation facilities
and water and will allow each employee reasonable opportunities during the
workday to use them. And also will inform the importance good hygiene practices,
BathingFlushing (Dual
3 L & 6 L)Washing @ 7.5
LPMOther use
20 21 15 23
53 62
Authorized Signatory
CP & EMP
Check valve, flange, at regular defined interval, and
regular maintenance of WWTP log book WWTP
Locally available active fragrance plants around
chemical monitoring of groundwater.
At least 10 % higher capacity of WWTP is
Wastewater will be flow in closed system; hence possibility of
rainwater contamination will be minimum.
Regular cleaning of drains / associated structure
Take necessary suitable action, like sprinkling of Bleach Powder
site, regular monitoring for generation of vector in
pretreatment and utilization as manure
Excessive sludge may be sent to public space plantation
Use of water efficient fixtures can be consider, in place of
conventional system, will help in achieve approximately 36 % reduction in fresh water demand. Details of the same are as
Current Water meter will be installed at various
(@ per 25 workers), One Urinal facility (@ per 50 workers) and
facility will be provided.
and placed in / at various locations
The employer will notify each employee of the location of the sanitation facilities
employee reasonable opportunities during the
workday to use them. And also will inform the importance good hygiene practices,
Other useTotal reduction
(%)
36
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
SEWAGE TREATMENT PLAN
Around 365 KLD total waste water will be generated which will be treated in STP based on
FAB technology with total capacity of 400 KLD will be installed for waste water treatment.
Physico chemical characteristics of influent and effluent are given as:
communicable diseases, and retention of urine / wastewater.
The civil contractor will be held responsible for site sanitation and will be bound by
the management to adhere to healthy level of sanitation.
3. Assessment of significance of impacts (Criteria for determining significance, Assigning
significance)
Impact source Source Project activity GW FL WR CW
Diffuse Source
Drainage Sewer networks 3 N/A 5 N/A
Roads 2 N/A 2 N/A
Plantation areas Landscape / greenbelt 2 N/A 1 N/A
Fertilizer application 2-4 N/A 1-4 N/A
Pesticide / herbicide application 2-4 N/A 2-3 N/A
Drainage 2 N/A 4 N/A
Planting/ground preparation 2 N/A 2-5 N/A
Felling - N/A - N/A
Other diffuse sewage sludge reuse / recycling
to land
2-4 N/A 5 N/A
atmospheric deposition N/A N/A - N/A
Point
Source
Wastewater Wastewater primarily domestic 1 N/A 5 N/A
Storm water and emergency
overflow
1 N/A 5 N/A
Wastewater primarily septic tanks 3-4 N/A 4 N/A
Impacts scoring: 1 = minimum relevance, 5 = maximum relevance, N/A = Not Applicable, ;GW: Ground water, WR: Water reservoir (rain water collection pits), FL:
Flowing Water, CW: Coastal Water; Note: Degree of relevance based on known history of occurrences
Total wastewater generation from proposed
activity
365 KLD
Composition of wastewater & treated water
Parameters Influent (mg/l) Effluent (mg/l)
pH 7.5 - 8.5 7 - 8
Suspended solids 300 - 325 <10 mg/l
BOD 250 - 350 <10 mg/l
COD 450 - 550 <50 mg/l
Oil & Grease 35 - 50 <5 mg/l
Coliforms (MPN / 100 ml) 105 - 10
7 50 - 500 / less
Enkay Enviro Services Private Limited EIA coordinator
Project: Ashiana Dwarka
Promoted by: Ashiana Housing Ltd.
SCHEMATIC LAYOUT OF STP:
(Responsibility: competent EHS / authorized
S.No. WATER ENVIRONMENTAL MONITORING
i. Groundwater / Surface water / Rain water / others
S.No. Sample Collection Points
1. Upstream (Ref.
2. Downstream (Ref. point WWTP)
3. Near WWTP
4.
12. Rain water (run
Collection point
13.
ii. Wastewater Treatment Plant
S.No. Sample Collection Points
Private Limited, Jaipur
SCHEMATIC LAYOUT OF STP:
Table
Environmental Monitoring Plan
(Responsibility: competent EHS / authorized person)
WATER ENVIRONMENTAL MONITORING
PROGRAM
Groundwater / Surface water / Rain water / others
Sample Collection Points S1 S 2 S 3
1. Ground water monitoring plan
Upstream (Ref. point WWTP)
Downstream (Ref. point WWTP)
Total
2. Rain water
Rain water (run-off) RWH /
Collection point
Total
Wastewater Treatment Plant (WWTP)
Sample Collection Points S1 S 2 S 3 S4 S 5
Authorized Signatory
CP & EMP
Cost estimate*
(Rs. approx.)
Freq. Rs.*
6 M 2,500
6 M 2,500
6 M 2,500
7,500
Se 2,500
Se 2,500
5,000
S 5 Freq. Rs.*
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
3. WWTP (STP - performance evaluation program)
1. Equalization tank cum collection
tank
3 M 2,500
2. Biological reactor 1 3 M 2,500
3. Biological reactor 2 3 M 2,500
4. After physico-chemical
treatment
3 M 2,500
5. Treated water tank 3 M 2,500
6. Total 12,500
4. Regular WWTP (STP regular monitoring program)
6. Equalization tank cum collection
tank
6 M 2,500
7. Treated water tank 6 M 2,500
8. Total 5,000
5. WWTP (STP -Sludge monitoring plan)
9. Sludge physico- chemical
analysis
6 M 3,000
10. Sludge leachate physico-
chemical analysis
6 M 3,000
11. Total 6,000
*EC/CTO/CTE compliance reports will be regularly submitting to State Pollution Control Board / concerned agencies, Water Cess yearly,
M: Monthly; S: Sample; Se: Seasonal ; Freq.: Frequency : Note: monitoring for all key parameters as described by CPCB
RAINWATER HARVESTING SCHEME:
CALCULATION OF PEAK DISCHARGE:
Type Area
(sq.m) [A]
Runoff
Coefficient
[C]
Peak Rainfall
Intensity/
[I1] (m/Hr)
Average
Rainfall
[I2] (m/annum)
Peak
Discharge
Q1=CI1A
Annual
Discharge
Q2=CI2A
Roof Top 7, 217.1 0.9 0.04 0.357 92.75 2,318.85
Landscape 7,978.00 0.3 0.04 0.357 95.73 854.44
Open surface Parking 13,508.59 0.75 0.04 0.357 405.25 3,616.92
Paved Area
(Driveway/Pathway/Open) 7,208.31 0.75 0.04 0.357 216.24 1,930.02
Total 35,912.00
809.97 8,720.23
VOLUME OF RAIN WATER DRAINAGE
Total Rain Water Flow : 809.97 m3/hr
Enkay Enviro Services Private Limited EIA coordinator
Project: Ashiana Dwarka
Promoted by: Ashiana Housing Ltd.
Considering 15 minutes of peak rainfall,
Runoff volume
Volume of each pit
Total no. of rain water harvesting pits required
each pit
07 Nos. Rain Water Harvesting pit of size 3 m length x
slotted pipe upto minimum depth of 35 m.
However 09 nos. of RWH pits provided as per previous Environment Clearance.
RAIN WATER HARVESTING SCHEME
Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting
structure would be 8,720.00
Private Limited, Jaipur
Considering 15 minutes of peak rainfall,
: 202.49 m3/hr
: 27 m3 (3 m x
ater harvesting pits required : Total run-off volume/ volume of
: 202.49/27
: 7.49 say 07
. Rain Water Harvesting pit of size 3 m length x 3 m width x 3 m depth with PVC
slotted pipe upto minimum depth of 35 m.
nos. of RWH pits provided as per previous Environment Clearance.
RAIN WATER HARVESTING SCHEME
Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting
.00 m3/annum.
Authorized Signatory
CP & EMP
/hr
(3 m x 3 m x 3 m)
off volume/ volume of
7 nos.
m width x 3 m depth with PVC
nos. of RWH pits provided as per previous Environment Clearance.
Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
MITIGATION MEASURES
S. No. Anticipated impacts Mitigation measures / Management
1. Daily water demand: 448 KLD
Proposed:133 KLD
• Daily fresh water demand reduced to 306 KLD (245
KLD ongoing Existing + 61 KLD Proposed expansion)
after implementation of Environment Management Plan
which will be met from tanker supply.
• The maximum annual recharge will be to the tune of
8,720.00 cu. m. by harvesting the storm water.
2. • Daily total waste water
generation: 365 KLD
• Surface / ground water
contamination due to untreated
wastewater
• Domestic waste water will be treated in sewage treatment
plant based on FAB technology with capacity of 400 KLD.
• Treated water from STP will be used for flushing (91 KLD),
landscaping (44 KLD), Washing (4 KLD), Filter backwash
(3 KLD), and Excessive Treated Water (205 KLD).
4. • Un-captured storm water run-off.
• Flooding or logging of storm water
drains
• The runoff from the building terraces, paved areas and
landscape areas will be channelized to the rain water
harvesting structures designed on the peak intensity of
rainfall (40 mm/hr) to accommodate peak surface runoff,
which will avoid the problems of flooding. Details of
existing as well proposed rain – water channels and pit is
given in Utility/ Mosaic Plan.
• The storm - water drains will be cleaned in the pre-
monsoon phase so that the water logging can be avoided.
LAND ENVIRONMENT:
Soil Analysis report is enclosed as Annexure VI.
CONSTRUCTION PHASE:
• The biodegradable waste generated during construction phase will be 27 kg/day.
• About 386 MT (Proposed expansion) of the construction waste will be generated.
Management:
• The construction site will be demarked and the excavated earth will be stacked properly
for reuse.
• Due care will be taken to conserve the available top soil.
• The construction waste will be stacked properly.
• Unnecessary movement of vehicles will be avoided.
Enkay Enviro Services Private Limited EIA coordinator
Project: Ashiana Dwarka
Promoted by: Ashiana Housing Ltd.
POST CONSTRUCTION PHASE
The total waste generation in the
tabularized as:
S.
No.
Bins Particulars
1. Green
(households)
Compostable waste
Kitchen waste
Garden waste
2. Dark grey
bins
(households)
Non – biodegradable
waste + recyclable waste:
Plastics
Metal cans
Glassware
Misc.
3. Blue
(households)
Paper waste
Paper
Newspaper
Cardboards
Packing material
NOISE ENVIRONMENT
S. No. Location name
1. Project Site
*Noise monitoring Report is enclosed as
Private Limited, Jaipur
POST CONSTRUCTION PHASE:
The total waste generation in the expansion project will be 321 kg/day. The detail
Quantity Treatment
Compostable waste
257 kg/day No in-situ treatment.
Collected and stored at
designated places.
biodegradable
waste + recyclable waste:
42.5 kg/day
35 kg/day
1.5 kg/day
4.5 kg/day
1.5 kg/day
No in-situ treatment.
Collected and stored at
designated places.
Packing material
21.5 kg/day Efforts to recycle to the
best possible extent.
Will be collected on daily
basis.
ENVIRONMENT:
NOISE MONITORING REPORT
Date of Monitoring: 10-11.04.2015
Location name Units Values
Project Site dB(A) L Day L Night
*Noise monitoring Report is enclosed as Annexure VI.
Authorized Signatory
CP & EMP
kg/day. The details are
Disposal
Collected and stored at
Will be sent to Jodhpur
Municipal Council disposal
sites.
Collected and stored at
Will be sent to Jodhpur
Municipal Council disposal
sites.
Efforts to recycle to the
Will be collected on daily
Sent to the vendors for
recycling.
Values
: 64.9
Night : 38.9
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
CONSTRUCTION PHASE:
During construction phase following will be the tentative sources of noise:
Name of Source Noise level at 16 m from
source {dB (A)}
Noise level at 1 m from source
{dB (A)}
Back hoe/Loader 81 105
Dump truck 83 107
Generator Not considered 75 (as prescribed by CPCB)
To understand the combined effect of these noise levels on the nearby community, Custic 3.2
(Lakes Environmental – USEPA approved) scientific model has been used to estimate the
noise levels at different distances from the proposed project. All the major noise generating
machineries like D.G. Sets, Pumps, Trucks, vibrators, drilling machine, etc., are considered in
this model. The noise level at project boundary due to different sources is calculated based
on the following formula:
Lp2 = Lp1 – 20 log (r2 / r1) – Ae1, 2
where, Lp1 and Lp2 are sound levels at points located at distance r1 / r2 from the source and
Ae1,2 is the excess attenuation due to environmental conditions. The resultant noise level is
obtained by adding existing maximum levels to that of predicted level.
The predicted noise levels based on the above analysis at the project boundary considering
that there is no attenuation on account of barriers, will be as follows:
LOCATION MAX.EXISTING MAX. PREDICTED RESULTANT MAX
Project Site 68.9 56 69.1
All values are in dB(A)
From the above, it is clearly seen that there will be no significant impact on the
surrounding community due to noise from the proposed activity.
Further due to natural attenuation effects, by proper green belt development, design /
maintenance of machines, providing PPE’s to workers, etc., the impact on noise levels will be
minimal.
CONSTRUCTION PHASE:
SOURCES MANAGEMENT
Major sources of • The construction area will be shielded with help of tarpaulin sheets.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
noise pollution:
• Vehicular traffic
• Heavy moving
machinery
• Operation of
D.G. sets, etc.
• Complete construction work especially heavy earth work will be done during
day time.
• Traffic planning and management will be made adequate to ensure
uninterrupted traffic movement in the area so as to minimize the noise due to
congestion.
• The vehicles will be regularly maintained and optimum use of the same will
be made.
• Moving parts of the machines will be maintained properly so as to avoid
metal-to-metal impact noise.
• The D.G. sets used will be eco - friendly with minimum noise.
• Ear - plugs will be provided to the workers.
POST CONSTRUCTION PHASE:
SOURCES MANAGEMENT
• The source of
noise in the
post
construction
phase may be
due to the road
traffic,
operation of
D.G. sets.
• EPA/CPCB certified DG sets conforming to the standards for noise will be used.
• D.G. sets will be housed in an inbuilt acoustic enclosure, which will help to
contain the noise within the permissible standards.
• The driveways will have sufficient width so that there is no congestion of
vehicles during peak hours which will lead to increase in the noise levels.
• Adequate parking including provisions of visitors parking.
• Entry & exits will be manned with trained & efficient security to ensure smooth
flow of vehicles.
• There will be less starting and stopping and the vehicles will be speed restricted
to ensure the noise remains within the permissible limits.
• The area will cover 22.21% (7,978.00) area under landscape, which will help to
absorb noise.
ENERGY:
• Taking advantage of day lighting wherever possible to reduce the need for electric
lights.
• About 25.0 KL of hot-water requirement will be met through solar hot-water
generators (32 nos.).
• Power factor will be maintained around unity. All capacitors will be provided with
Harmonic Filters to avoid distortion in Voltage.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
• Lift load will be reduced by around 23% by the use of VF drives.
• Details of total energy savings is tabulated as under:
S. No. Particulars Actual Load (KW) Load saving (KW) Energy Saving (KWh)
1 Lighting load – Flats 796.65 199.16 1991.6
2 Total Power load 4,514.35 451.43 4,514.3
3 Landscaping & Street
Light Load
15 3.0 24
4 Common Area Light
Load
187 37.4 448.8
TOTAL
6,978.7 (12.580%
reduction)
Expenditure on Environmental Measures:
S.
No.
Particulars Capital Cost Annual recurring cost
Existing Proposed Existing Proposed
1 Acoustic enclosures & stack attached
to DG sets
2.0 lacs 2.0 lacs
0.50 lacs 0.20 lacs
2 STP 30.0 lacs 20.0 lacs 2.0 lacs 1.0 lacs
3 Rain water harvesting 20.0 lacs 2.0 lacs 2.0 lacs 0.20 lacs
4 Solid waste management 5.0 lacs 2.0 lacs 1.0 lacs 0.20 lacs
5 Pollution monitoring 2.0 lacs 1.0 lacs 0.50 lacs 0.20 lacs
6 Fire fighting & emergency handling 25.0 lacs 5.0 lacs 0.50 lacs 0.20 lacs
7 Green Belt 3.0 lacs 1.0 lacs 0.30 lacs 0.10 lacs
8 Training in the area of environment &
occupational health.
- - - -
Total 87.0 lacs 33.0 lacs 6.8 lacs 2.10 lacs
ECOLOGY & BIODIVERSITY
The vertical expansion will not have significant impact as the expansion project is ongoing on
the existing.
Further for the green belt/landscape development some local/native tree species is already
planted along with boundary. The same is detailed as under:
S.No. Vernacular Name Scientific Name
1 Neem Azadirachta indica
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
3 Ashok Polyalthia longifolia
4 Amaltas Cassia fistula
5 Sirish Albizia lebbeck
6. Cycas Cycas revoluta
7. Ficus Ficus benjamina
It is proposed to plant 375 trees within five years of commencement.
Socio Economic Environment:
The Proposed project Ashiana Dwarka (expansion), a Group Hosing project promoted by
Ashiana Housing Ltd. is located at village Dhinanon Ki Dhani, Patwar Halka Pal, Tehsil &
District Jodhpur (Raj).
1) OBJECTIVES
The broad objectives of the socio-economic impact assessment are:
1. To study the socio-economic status of the people living in the study area.
2. To study the demographic profile of the study area.
3. To assess the impact on socio-economic environment due to the project
concerned.
4. To evaluate the community development measures proposed to be taken up by
the Project Proponent, if any.
5. To suggest community development measures that needs to be taken for the
study area with stakeholder engagement.
The studies carried out are descriptive and exploratory in nature.
2) COLLECTION OF DATA
The information analyzed for the project has been collected from various secondary
sources, which has been supported by the extensive site visits and field observations.
Secondary: Review of secondary data (Census Abstract, Census of India, (2011) and
latest available district statistical Hand Books) with respect to population and occupational
structure. Various research papers of the concerned area.
Primary: A socio-economic field observations for examination of the respective site and
specific region in reference to its general character. A questionnaire developed to make it
suitable to fulfill the objectives of the study. Primary data collected by discussions
/interviews etc. in sample households.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
3) SAMPLING METHOD
The Social impact assessment is conducted on a target sample; target samples of 12
people were interviewed selected on the basis of stratified sampling method with access to
the nearest habitation to the extent possible.
4) DEMOGRAPHIC PROFILE OF THE STUDY AREA
a. Population Profile
The total population of the study area (2.0 km. periphery) is approx 22,875. There are 4,038
households as per the Census of India, 2011 and approx 5.66 members per household. In
the study area, 14.50% of the population is under 6 years of age.
Table 0.1: Population Composition of Study Area
Sources: Census of India, 2011
b. Gender Distribution
Out of the total population, 53.60% are male and 46.40% are female in the study area. As
according to the above mentioned table, the gender ratio of the study area is 865 per thousand
male. The gender ratio of the study area is very poor and below to the district Jodhpur (916).
c. Literacy Profile
An average literacy rate of the study area as per census 2011 is 61.36%. The male literacy
with respect to the male population is 69.08% and the female literacy with respect to the
female population is 52.43%. The literacy gap between male & female is approx 16.66%.
There are 38.64% people in our study area is illiterate. In the study area of the project the
literacy is as reflected from the following table:-
Table 0.2: Literacy Profile of the Study Area
Sl. No. Name TRU Households Population Male Females
1. Dheenani Ki Dhani Rural 357 2254 1141 1113
2.
Pal Village (OG)
WARD NO.-0066
(Rural MDDS
CODE:085023)
Urban 3681 20621 11119 9502
Total 4038 22875 12260 10615
Sl. No. Name Literates
Total Male Female
1. Dheenani Ki Dhani 1251 775 476
2. Pal Village (OG) WARD
NO.-0066 10749 6469 4280
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
Sources: Census of India, 2011
d. Occupational Structure
Occupational structure of the workforce indicates the economic activity of the region. The
occupational patterns include cultivators, agricultural labourers, and household industry
workers. Average work participation rate of the study area is 32.95% in which males are
48.07% and females are 15.49%. The employment rate in the 2.0 km. periphery for main
workers, marginal workers and non workers are as follows:
Table 03: Employment Rate
S. No. Category Total Male Female
1. Total Worker 32.95% 48.07% 15.49%
2. Non-worker 67.05% 51.93% 84.51%
Total 100% 100% 100%
1. Main Worker 90.54% 92.79% 82.48%
2. Marginal Worker 9.46% 7.21% 17.52%
Total 100% 100% 100%
(Source: Census of India, 2011)
5) SOCIO ECONOMIC SURVEY
a) Methodology
The information analyzed for the project has been supported by the extensive site visits and
field observations.
b) Sampling Method
The Social impact assessment is conducted on a target sample; target samples of 12 people
were interviewed selected on the basis of stratified sampling method with access to the
nearest habitation to the extent possible.
6) SOCIO ECONOMIC OBSERVATIONS
� Average Literacy rate of the study area is very poor. There is urgent need to
improve girl child education in the study area.
� Work participation rate of women in the study area is very low as compared to their
male counterparts. Therefore socio-economic status of women is below average
and they have very little role to say in decision making of day to day household and
financial activities.
Total 12000 7244 4756
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
� The major occupations in the area involve are agriculture, private jobs, small
retailing businesses, small shops and government jobs.
� Personal hygiene and awareness of cleanliness was poor during site visit of the
study area. Public toilets are unavailable on public places.
� Government run healths programmes are organized in the region falling in the study
area.
� There is requirement of some improvement and upgradation in the government run
health centers.
� Taps are main sources of drinking water and other household use.
� Electricity supply is available approx 24 hours in the region of the study area.
SOCIO ECONOMIC IMPACT
S.
No.
Existing Socio-
economic Issues:
Impacts: Mitigation measures:
1. Habitation in the Buffer
Zone: The existing
habitations in the region
of study area are
predominantly developing
urbanization with pacca
houses of LIG/MIG.
The proposed project will fulfill the housing
requirements of approximately 802 people.
It will also lead to temporary influx of
approx. 200 workers during the construction
phase (peak) and approx 50 people post
operation. This may lead to the locality
development and further. The project will
create supporting businesses, post
construction commercial activity & indirect
employment.
Regular Eco club activities will
be organized for various
environment protection and
awareness activities amongst
the existing residents of
Dhinano ki Dhani, Pal,
students of Govt. Upper
Primary School, Pal and the
incoming society of residents
in the proposed project.
EMPLOYMENT IMPACT
S.
No.
Existing Socio-
economic Issues:
Impacts: Mitigation measures:
2. The existing inhabitants
in the study area are
primarily engaged in the
agriculture, private jobs,
small retailing
businesses, small
Direct, (Local), employment generation.
A minimum of approx Rs. 1.19# crore of
direct money incomes could be generated
by the local people in the region through
the construction activities.
Post construction phase: Towards
Further, employing local
residents helps to maintain the
demographic profile of the
nearby colonies.
A proper direction given to the
villagers would help route the
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
shops and government
jobs.
administration and staff approx 50 Jobs. savings for growth.
3. Indirect Employment
The secondary
employment activities in
the study area include
local labour (daily
basis), head loading,
and dairy etc.
The security and administration will
generate post construction opportunities.
Indirect employment Approx 20 will also be
generated through the potential residents
posing demand of helpers, (for household
activities), petty shops on the main road.
Construction materials will be
procured locally. Thus there is a
possibility of generation of local
trading opportunities, though
temporary in the operation
phase of the project.
#: Proposed manpower [200] * [199] (Calculated at the minimum wage rate per day of semi-
skilled, Raj.) = 39,800 * 300 (approx. working days) = Rs. 1,19,40,000/-
GROWTH OF POSITIVE EXTERNALITIES
S. No. Existing Socio-economic
Issues:
Impacts: Mitigation measures:
4. The local markets are on the
Jodhpur-Salwas Road,
Sangariya, Parshwanath City
and Basni.
In the nearby colonies for example
demand for communication facilities,
(for each apartment), super markets
for convenience (staples, impulse &
emergency) goods is estimated to
increase.
Considering the proposed
region as developing urban,
hence the high income group
of all the apartments would
create the demand for all
construction related and petty
shops in the surrounding for
electrical, mechanical,
carpentry, black smithy, and
plumbing thereby developing
positive externalities.
S.
No.
Existing Socio-economic
Issues:
Impacts: Mitigation measures:
5. Site Security
The site location is around open
vacant plots with low density
population.
Construction phase site specific
security shall be managed accordingly.
Adequate security arrangement
will be made to ensure that the
local inhabitants and the stray
cattle are not exposed to the
potentials injury during
construction activities.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
6. Health impacts – on mental,
physical, and social well
being.
The proposed project will not
adversely impact the mental, physical
and social well being.
Expectations in Fair pay,
employee care, social
responsibility commitments etc
will be timely met. Grievance
redressal mechanism will be
made to handle complaints from
the study area.
7. Loss/ gain of health &
fitness in short term or long
term:
The deterioration in health & fitness of
the habitation will be negligible for a
temporary phase during construction
activities.
Regular health camps to trace
the developments and control
any ill-consequences during
construction activities.
8. Loss/gain of view by study
area inhabitants:
The project is located in midst of
scattered housing and vacant lands.
Plantation & landscaping will be
done; cleanliness will be
maintained in and around the
group housing premises during
construction and post
construction phases.
9. Loss/gain of culture and
religion: It is clearly stated in
as per the Human Rights,
that the obligation of States
is to promote universal
respect for, and observance
of, culture & religion.
The proposed project will follow
universal respect for, and observance
and protection of, human rights and
fundamental freedoms for all.
The proposed project expansion
will promote neither selective,
nor relative, but universal respect
through contribution in various
festivities, equal observance and
protection among employees
and societies at large in all
community activities and social
responsibility.
TERTIARY IMPACTS
S.
No.
Existing Socio-
economic Issues:
Impacts: Mitigation measures:
10. Economic benefits to
immediate community
and public revenue.
If the proposed group housing project
operationalizes, then it is expected to
appreciate the land prices of the LIG/MIG
housing and petty shops in the close
vicinity.
The project after its
commencement and operation
will generate revenue for
government, as registry, stamp
duty and House tax, to Jodhpur
Development Authority.
Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory
Project: Ashiana Dwarka CP & EMP
Promoted by: Ashiana Housing Ltd.
11. Benefits of Entrepreneur
Social Responsibility
(ESR)
The proposed project aims to contribute to
sustainable community development in
the concerned areas of Health,
Employment, Sanitation & facilities, and
Women empowerment.
An action plan is with monetary
allocation is given in ESR
activity.
ENTREPRENEUR SOCIAL RESPONSIBILITY:
The company intends to spend an amount of Rs. 35 Lacs approximately in building up
infrastructure of a Govt. School along with other developmental works, children education and
skill training.
The fund outflow will be as under:
Description of Various activities: 1. Education
a) Phoolwari School: We shall establish a school for children of labours for basic primary
education within our complexes.
b) Infrastructural Development-Govt. School – We adopt a nearby school from
Government body for their infrastructure development like school furniture, repairing/
remodeling of building, Stationary/Utensils and other variable products of school children.
2. Skill Training: We trained unskilled worker and develop them to skilled workers.
***********
CSR Works for Ashiana Dwarka
S.No. Particulars FY 13-14 FY 14-
15 FY 15-
16 FY 16-17
FY 17-18
5 Year Total Amount
1 Education:
a) Phoolwari School
203000 213150 192850 203000 203000 1015000
b) Infrastructural Development- Govt. School
462000 532000 140000 140000 126000 1400000
2 Skill Training 147000 175000 175000 133000 70000 700000
3 Roads/Green patches, etc outside the projects.
184800 200200 Nil Nil Nil 385000
Total 996800 1120350 507850 476000 399000 35,00,000
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