group housing complex “parikrama” at sector-20, panchkula,...

Group Housing Complex “Parikrama”

At Sector-20, Panchkula, Haryana

Conceptual Plan

M/s Santur Developers Pvt. Ltd. 1

1.0 INTRODUCTION

M/s Santur Developers Pvt. Ltd. has established Group Housing Project “Parikrama” at Sec-20,

Panchkula, Haryana. License was obtained from DTCP, Haryana for development of the project and copy

of the license is attached as Annexure I. Project comprises of 5 nos. of residential blocks, 4 nos. of EWS

blocks, 3 nos. of convenient shopping blocks, primary school and nursery school. Built-up are of the

project was 2,40,000 sq m excluding basements. Building permission was obtained from HUDA for

development of the Project and copy of the approved layout is attached as Annexure II.

M/s Santur Developers Pvt. Ltd. had obtained prior environment clearance for the project from

MoEF&CC under activity 8 (b) and Category B in 2007 and copy of EC letter is attached as Annexure

III. Consent to establish was also obtained from HSPCB and copy is enclosed as Annexure IV.

Construction of the project was completed approx. 85% till 2012 and thereafter construction was stopped

due to some unavoidable circumstances. It was planned to resume the construction in 2014 and

accordingly, application was filed in 2014 for obtaining extension of validity to SEIAA, Haryana.

Then it was learnt from some sources that for construction project, EC is valid till the construction is

completed and there was nothing mentioned about the validity of the environmental clearance in the

environmental clearance letter also. Thus the application for extension was then withdrawn and remaining

construction was carried out at the site. Project is completed and copies of occupancy certificate are

attached as Annexure V.

Thereafter a letter was received from Regional Office, MoEF&CC in June, 2017 regarding the expiry of

validity and continued construction at the site after the expiry of validity of EC and declared the activity

(15% of construction) as violation. Thus, M/s Santur developers Pvt. Ltd. is herewith submitting an

application for obtaining the environmental clearance again for the project as per MoEF&CC Notification

SO 804 (E) dated 14.03.2017. M/s Santur developers Pvt. Ltd. is law abiding company and has taken all

necessary approvals as required prior the project development. M/s Santur developers Pvt. Ltd. also

submits the six monthly compliance on regular basis. A visit was carried out by Regional office,

MoEF&CC in December, 2014 and certified that all the conditions as given in EC letter are being

followed by M/s Santur Developers Pvt. Ltd. Copy of certified compliance report is attached as

Annexure VI. Application has been submitted to HSPCB for grant of Consent to Operate.

The referred violation has happened only due to confusion about the validity period of the environmental

clearance. M/s Santur developers Pvt. Ltd. commits not to repeat any such violation in future and abide by

all the terms and conditions of the environmental clearance and EIA Notification, 2006 as amended.

1.1 APPLICABLE LEGISLATIONS

Project site is spread over area of 111918.66 sq m and has built-up area of 3,14,627 sq m (Basement-

74627.197 sq m + Other built-up=2,40,000 sq m) . Project since has built-up area of more than 3,00,000

sq m thus the project will fall under activity 8(b) and Category A of Schedule I as per the Amendment in

EIA Notification, 2006 dated 09.12.2016. Further the project also involves violation of EIA Notification,

2006 thus the project will attract again the applicability of MoEF&CC Notification SO 804 (E) dated

14.03.2017 and as per the said notification, project falls under activity 8(b) and category A. The project

will be appraised at MoEF&CC under Category A for grant of environmental clearance. Other

legislations applicable on the project are listed below



Conceptual Plan


Environment Protection Act, 1986

EIA Notification, 2006 as amended

Air Act, 1981

Water Act, 1974

MSW Rules, 2016

Construction & Demolition Waste Management Rules, 2016

Plastic Waste Management Rules, 2016

Hazardous & Other Waste Management Rules, 2016

E-Waste Rules, 2011 as amended in 2016

HUDA Bye Laws

1.2 SITE LOCATION, LAND USE AND SURROUNDINGS OF PROJECT SITE

Project site is located at Sector-20, Panchkula, Haryana. Location map of the project site is given in

Figure 1. Site is spread over the area of 27.66 Acres (111918. 66 m2). Geographical coordinates of the

center of the project site are 30°39'52.72"N & 76°51'18.41"E. Geographical coordinates of all the corners

of the project site are given in Table 1 & Figure 2.

Land use of the project site is residential as per the Master Plan of Panchkula, 2025. Land use zoning plan

of the project site is attached as Annexure VII. Master plan of Panchkula showing the location of the

project site is given in Figure 3. Project site is surrounded by residential colonies majorly. Google map

depicting the project site and its surroundings within 500 m, 2 km, 5 km and 10 km are attached as

Annexure VIII. There is no forest area or environmentally sensitive area within 10 km of the project site.

NOC is also obtained from forest department for development of the project and copy of NOC is attached

as Annexure IX. Details of the surroundings of the project site are given in Table 2.



Conceptual Plan


Figure 1: Location Map of Project Site

Table 1: Geographical coordinates of Project site

Point as in

Map

Latitude Longitude

A 76°51'19.74"E 76°51'19.74"E

B 30°39'52.95"N 76°51'28.45"E

C 30°39'52.97"N 76°51'27.75"E

D 30°39'53.71"N 76°51'27.83"E

E 30°39'52.63"N 76°51'26.65"E

F 30°40'0.50"N 76°51'16.02"E

G 30°39'55.57"N 76°51'12.36"E

H 30°39'55.39"N 76°51'12.58"E

I 30°39'55.17"N 76°51'12.36"E

J 30°39'53.83"N 76°51'9.40"E

K 30°39'53.52"N 76°51'11.69"E



Conceptual Plan


L 30°39'51.15"N 76°51'11.65"E

M 30°39'51.35"N 76°51'12.01"E

N 30°39'48.94"N 76°51'15.18"E

O 30°39'48.77"N 76°51'15.83"E

P 30°39'47.10"N 76°51'17.62"E

Q 30°39'47.12"N 76°51'18.05"E

R 30°39'52.79"N 76°51'29.54"E

S 30°39'50.80"N 76°51'27.36"E

T 30°39'49.72"N 76°51'28.75"E

U 30°39'51.69"N 76°51'30.87"E

V (Centre of the

project site) 30°39'52.72"N 76°51'18.41"E

Figure 2: Geographical coordinates of the Project Site



Conceptual Plan


Figure 3: Master Plan of Panchkula, 2025

Table 2: Site Surroundings of the Project Site

S. No. Particulars Name Distance & Direction

1. Nearest Populated Area Kundi Village

Peer Machula

Sector 12A

Industrial Area Phase-1

Green City

Sector -21

Rally Village

Fatehpur

Saraswati Vihar

Dhakoli

Abuts Site

1.1 km, SE

1 km, NW

1.4 km, NW

900 m, NW

820 m, NE

1.29 km, N

650 m, NE

900 m, NE

1.33 km, SW

2. Nearest City/Town Panchkula (project site is within

Panchkula city)

3. Nearest School/

College Schools:

St. Xavier’s High School

St. Xavier’s Junior

Gurukul

The Nurtuary Preschool

Panchkula

250 m, NE

30 m, E

490 m, NE

740 m, SE

140 m, E



Conceptual Plan


The Mango Grove Preschool

Sanskriti Government School

The British School

The Sky World School

Colleges:

Westwood Institute of Hotel

Management

Government Girls Degree College

Allied Institute of Hotel

Management & Culinary Arts

Mata Gujari Institute Of

Paramedical Sciences

Puneet College

600 m, NE

3.7 km, SW

1.8 km, NE

950 m, SW

1.3 km, NW

2.2 km, NW

2.4 km, N

2.7 km, NW

4. Nearest Hospital Kaushal Gynae and Medical

Centre

Doctor Vinay's ENT Clinic

Government Dispensary

Alchemist Hospital Panchkula

Lifecare Hospital

Madhuban Acupresure &

Naturopathy Centre

440 m, SE

400 m, NE

350 m, NE

1.27 km, NE

510 m, SE

10 m, W

5. Place of worship Shri Hari Har Temple

Raghunath Mandir

Ruhani Masjid

Arya Samaj Temple

Juma Masjid

Jadha Sahib Gurudwara

Peer

900 m, NW

2.2 km, NW

5.2 km, NW

8.1 km, NW

2.1 km, NE

4.1 km, NE

5.2 km, N

6. Eco-Sensitive Zones Bir Shikargah Wild Life

Sanctuary

Dariya Reserve Forest

Sukhna Wildlife Sanctuary*

Kolhai Ratan RF

14.5 km, NE

4.5 km, W

8.6 km, NW

4.9 km, NE

7. Water Bodies Ghaggar River

Sukhna Lake

1.3 km, E

8.2 km, NW

*Project site is outside the defined ESZ of the sanctuary

1.3 CONNECTIVITY OF PROJECT SITE

Project site is well connected with rail and roads network. A 25 m wide road abuts the project site in East

direction which is at the entrance of the project site. Further, National Highway-64, National Highway-22

and National Highway-73, at distance of 3.2 km, SW, 3.1 km, SW, km, 3 km, E direction, respectively,

from the project site. Chandigarh Railway Station is at distance of 5 km in North-West direction from the

site. Chandigarh International Airport is at distance of 4.3 km in South-West direction. Connectivity map

of the project site is given in Figure 4. Details of the connectivity of the project site are given in Table 3.



Conceptual Plan


Table 3: Connectivity of the Project Site

S. No. Particulars Name Distance & Direction

1. Nearest Railway

Station Chandigarh Railway Station 5 km, NW

2. Nearest Airport Chandigarh International

Airport

4.3 km, SW

3. Nearest Highway Ambala Chandigarh

Expressway

National Highway-64

National Highway-22

National Highway-73

3.1 km, SW

3.2 km, SW

3.1 km, SW

3 km, E

4. Nearest Road 25 M, Wide Road

Zirakpur Panchkula Kalka

Highway

Sector 20 Road

Old Kalka Ambala Road

Amartex Road

Golf Course Road

Baltana Main Road

Abuts site, E

620 m, W

820 m, N

780 m, NW

2 km, NW

2.2 km,NE

1.59 km, NW

Figure 4: Connectivity Map of the Project Site



Conceptual Plan


1.4 PROJECT COST

Total cost of the project including land and development cost is INR 862 Crores.

1.5 LAND REQUIREMENTS AND AREA SUMMARY

The total plot area of the project site is 111918.66 m2 (11.19 ha). Project comprises of 5 nos. of residential

blocks (24 towers), 4 nos. of EWS blocks, 3 nos. of convenient shopping block, primary school and

nursery school. Area statement summary for the project is given in Table 4. Site layout plan is attached as

Annexure X.

Table 4: Area Summary

S.

No.

Description Area (sq m)

1. Total Plot Area 111918. 66

2. Permissible Ground Coverage (@35 % of net

plot area)

39,171.531

3. Proposed Ground Coverage (@ 14.4 % of plot

area)

16110.523

4. Permissible FAR (@1.75 of Plot area) 195857.655

5. Purchased FAR 2963.65

6. Total permissible FAR 198821.305

7. Proposed FAR 198821.305

Proposed FAR (Residential Tower of general

+EWS)

198286.239

Proposed FAR (Shopping) 535.066

8. Non-FAR

Basement

Community Centre

Stilt

Mumty Machine Room

Primary School

Nursery School

Non FAR-Towers

115806

74627.197

2152.139

3247.11

2692.42

755.95

4046.05

28225

9. Total Built-up Area 314627.305

10. Green Area (@30.78% of plot area) 34449.70

11. Height of building (m) 57.25 m

12. Dwelling Units (Nos.) 1321 (1113

General + 208

EWS)

13. Staff units 152 nos.



Conceptual Plan


1.6 ESITIMATED POPULATION

Estimated population at the site 9425 includes residents, visitors, students and staff. Detailed estimates are

given below in Table 5.

Table 5: Estimated Population

Category No. of DUs/ Area (sq m) Standard Population

Group Housing

Residents-General 1113 5 Person per DUs 5565

Staff-Resident 152 units 1 Person per unit 152

Staff

~2 % of population 126

Visitors -- 5 % of population 278

Total-Group Housing 6121

EWS

Residents-General 208 5 Person per DUs 1040

Staff -- 5 % of population 52

Visitors -- 5 % of population 52

Total-EWS 1144

Convenient Shopping

Staff -- -- 30

Community Centre (for 900 visitors occupancy)

Staff -- -- 30

Visitors -- -- 900

Total Community Centre 930

School (Nursery School + Primary School)

Total Population 4802 sq m 1 person/ 4 sq m 1200

Staff -- -- 100

Student -- -- 1100

Total Population 9425

1.7 WATER REQUIREMENT AND SEWAGE GENERATION

Water demand during construction phase is 20-30 KLD. Source of water during construction phase is

HUDA supply and private water tankers. Letter from HUDA for water supply is attached as Annexure

XI. Total water requirement of the project is 1159 KLD out of which domestic water requirement is 1046

KLD. Fresh water requirement of the project is 732 KLD. Recycled water requirement is 427 KLD.

Source of water during operation phase is HUDA supply. Daily water requirement calculation and

wastewater generation for the project is given in Table 6 and 7 respectively. Water balance diagram for

dry & monsoon season are given below in Figure 5 & 6.



Conceptual Plan


Table 6: Calculations for Daily Water Demand

Category Population Standard Water

Requirement-

KLD

Fresh Water

Requirement-

KLD

Recycled

Water

Requirement-

KLD

Residents 6605 135 LPCD 892 624 268

Staff-residents 152 135 LPCD 21 15 6

Staff &

Students

1438 45 LPCD

65 45 20

Visitors 330 15 LPCD 5 4 1

Visitors-

community

centre

900 70 LPCD

63 44 19

Total Domestic Water Requirement 1046 732 314

Landscape 34449.70 3 l/day 103 0 103

DG cooling 1350 kVA 0.9l/kVA/hr

10 0 10

Total Water

Requirement

-- --

1159 732 427

Table 7: Wastewater Calculations

Description Quantity (KLD)

Sewage Generation (80% of domestic water

requirement)

834

STP Capacity 1100

Treated Water (@80% of the sewage) 669

Flushing 314

Landscaping 103

DG Cooling 10

Sewer 242

Sewage generation from the project is approx. 834 KLD of sewage. A STP of 1100 KLD with MBBR

technology is provided for treatment of sewage at the site. Treated water from STP is used for flushing,

DG cooling and horticulture purpose. Excess treated sewage water i.e. 242 KLD during non rainy season

and 345 KLD during rainy season is disposed off into sewer. Sewerage layout is attached as Annexure

XII. STP feasibility report is attached as Annexure XIII.



Conceptual Plan


Figure 5: Water Balance Diagram during Dry Season

Total Water Requirement

1159 KLD

Fresh Water Requirement

732 KLD

Recycled Water Requirement

427 KLD

Flushing

314 KLD

Domestic Consumption

732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 427 KLD

Sewer

242 KLD

Municipal Supply

732 KLD

Landscape

103 KLD DG Cooling

10 KLD



Conceptual Plan


Figure 6: Water Balance Diagram during Monsoon Season

Total Water Requirement

1056 KLD

Fresh Water Requirement

732 KLD

Recycled Water Requirement

324 KLD

Flushing

314 KLD

Domestic Consumption

732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 324 KLD

Sewer

345 KLD

Municipal Supply

732 KLD

Landscape

0 KLD DG Cooling

10 KLD



Conceptual Plan


1.8 STORM WATER MANAGEMENT

Storm water generation increased with increase in generation of paved surfaces. Prior project

development storm water generation was approx. 23032.86 cum. However the generation increased due to

development of paved surfaces. Available run-off from the site after project development is given in

Table 8. Thus it is required to manage the excess run-off. To manage the run-off proper storm water

management system is provided. Rainwater is collected through piped drains and conveyed into rainwater

harvesting pits. Entire storm water is recharged into the ground. This not only prevents the flooding at site

during the rains but also augments the ground water level of the aquifer system in area. Average rainfall

of Panchkula is 1029 mm which if harvested can become a useful resource

Ground water level in district during pre-monsoon is 8.11-29.44 mbgl and post-monsoon is 6.78-29.0

mbgl. An underlain stratum is also feasible for artificial recharge. Stage of ground water development in

project area is app. 85%. Out of 3 blocks, 1 is over exploited, 1 is safe and 1 is semi critical. Thus this

makes rain water harvesting more essential. Rain water harvesting pits are designed for peak hourly

rainfall of the area. In Panchkula, peak hourly rainfall recoded by IMD is 79 mm. Calculations for rain

water harvesting pits are given below in Table 9. Schematic diagram of RWH pit is attached as

Annexure XIV a. Layout showing location for RWH pits is attached as Annexure XIV b.

Table 8: Available Run-off from Site

S. No. Catchment Area (sq m) Run-off

Coefficient

Average

Annual

Rainfall

(mm)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 1029 14919.96

2. Green 34449.70 0.1 1029 3544.761

3. Paved 61358.44 0.7 1029 44197.27

Total Run-off 62661.99

Table 9: Calculation for RWH Pits

S. No. Catchment Area (m2) Run-off

Coefficient

Peak

Hourly

Rainfall

(m)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 0.079 1145.5

2. Green 34449.70 0.1 0.079 272.1

3. Paved 61358.44 0.7 0.079 3393.2

Total Run-off 4810.785

Retention Time 15 min

Available Run-off in 15 min 1202.7

Size of RWH Pit & Desilting Chamber 92.6

Nos. of RWH Pit 13

Nos. of Pits proposed 13



Conceptual Plan


1.9 VEHICLE PARKING FACILITIES

Parking facility is provided as per HUDA Bye Laws. Parking required and proposed for the project are

given below in Table 10 & 11.

Table 10: Parking Required As Per HUDA Norms

Category Standard Units Parking

Required (ECS)

Residential 1 ECS/Unit 1113 1113

Required Parking 1113

Table 11: Parking Provided

S. No. Parking Type Parking Provided (ECS)

Basement

1. Covered single parking 1117

2. Covered back to back parking 202

3. Covered mechanical parking 172

Total Parking Provided in Basement 1551

4. Surface parking 176

Total Parking Provided 1727

1.10 POWER REQUIREMENT

Power requirement for the entire project is 8967 KW (11208.8 kVA) and is sourced from UHBVN.

Approval letter from UHBVN for power supply is attached as Annexure XV. Area reserved for

substation is approx. 2400 sq m. 33 KV substation is established within the project site and is connected

to nearest UHBVN substation. Two nos. of DG set of total capacity 1350 kVA (600 kVA+ 750 kVA) are

installed at the site as power back for providing essential load only. DG sets are provided with a acoustic

enclosure.

1.11 SOLID WASTE GENERATION & MANAGEMENT

Solid waste is generated both during construction as well as during operation phase. Solid waste

generated during construction phase comprised of excavated materials, used bags, bricks, concrete, MS

rods, tiles, wood etc. Table 12 details the solid waste management plan followed during construction

phase.

Table 12: Solid Waste Management during Construction Phase

S. No. Solid Waste Solid Waste Management

1. Waste materials like MS Rods,

bricks, concrete, broken tiles,

wood pieces, cement bags etc.

Construction waste was segregated into recyclable/reusable

and discarded material. Recyclable material was sold to

authorize dealers. Re-usable material was stored under

covered conditions at site and reject were disposed off

through authorized vendors

2. Excavated Soil

Top soil was stripped off and stored in covered condition.

Top soil was used for landscaping within the project site.

Remaining excavated soil was used within the site for

filling and leveling and construction of roads. Excess muck

was disposed off through authorized vendors. Total muck

generation was 336000 cum.



Conceptual Plan


3. Domestic Waste Domestic waste generated by labour at the site was

disposed off through local agencies in the area on daily

basis.

During operation phase, waste is majorly municipal waste and is approx. 4100 kg per day (@0.5 kg per

capita per day for the residents, 0.25 kg per capita per day for the staff, students & visitors of community

centre, 0.15 kg per capita per day for the visitors and 0.2 kg/acres/day is considered for landscape wastes)

is generated from project site. Estimations for solid waste generation during operation phase are given in

Table 13. Municipal Waste is managed as MSW Rules, 2016.

Table 13: Calculation of Solid Waste Generation

Category Population/Area Standard Waste

Generation

(Kg/day)

Recyclable

Waste

(Kg/day)

Non

Recyclable

Waste

(Kg/day)

Residents 6605 0.5 3302.5 990.8 2311.8

Staff-

residents 152 0.5 76.0 22.8 53.2

Staff &

Students 1438 0.25 359.5 107.9 251.7

Visitors 330 0.15 49.5 14.9 34.7

Visitors-

community

centre 900 0.25 225.0 67.5 157.5

Landscape 8.5

0.2

kg/acre/day 1.7 0.0 1.7

STP -- -- 85.0 0 85.0

Total Waste Generated 4099.2

~4100

1203.8

~1204

2895.5

~2896

Collection and Segregation of waste

a. Door to door collection system is provided for collection of domestic waste

b. Local vendors are hired for waste collection, management and disposal

c. Separate colored bins for dry recyclables and rejected waste are provided in residential units as

well as in common and open areas

Disposal

a. Rejected fraction of the waste is collected and disposed by local agencies on daily basis

b. Recyclable waste and E-waste is sold to authorized vendors

c. Used oil from DG sets is sold to authorized vendors

1.12 GREEN AREA

Total green area measures 34449.70 m2 i.e. 30.78 % of the plot area is kept under green cover. Species

planted at the site are Anthocephalus cadamba, Alstonia scholaris, Ficus infectoria, Euginia jumbolana,



Conceptual Plan


Azadiracta indica, Ficus retusa, Cassia fistula, Mimusops elengi, Peltoforum ferruginnum, Acacia

auriculiformis, Chorisia speciosa, Cassia renigera, Delonix regia, Terminalia arjuna, Terminalia arjuna,

Cassia siamea, Plumeria alba, Erythrina indica, Bombax malabaricum, Ficus benjamina. Landscape

Plan for the project site is attached as Annexure XVI. Details of Green area is provided below in Table

14

Table 14: Detail of Green Area

S. No. Particular Areas (sq m)

1 Total Green Area 34449.70

2 Peripheral Green Belt and soft green (@10% of the

green area)

11483.7

3 Hard Green Area 229966

4 Nos. of trees provided (@1 tree/80 sq m) 1400

1.13 MATERIALS USED FOR CONSTRUCTION

Construction material used for the project construction is given in Table 15. Construction material was

purchased from local area majorly. Table 16 below lists the construction material with their U value

Table 15: Details of Construction Material S. No. Material Quantity (MT)

1 Cement 50340.4

2 Steel 18877.6

3 Sand 128997.2

4 Aggregate 195068.9

Table 16: List of Construction Materials

Type of Construction U values (in W/m2deg C)

Walls:

Brick:

Plastered both sides 3.24

Solid Unplastered 2.67

Plastered both sides 2.24

Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:

CLC Fly ash block 1.19

Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:

CLC Fly ash block 1.70

Roofs Flat

Reinforced concrete slab, 100mm, scered 63-12

mm, 3 layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazze or tile finish 1.13



Conceptual Plan


+ Wood block finish 0.85

Exposure South Shelterd:

Single glazing 3.97

Double glazing 6 mm space 2.67

LIST OF MACHINERY USED DURING CONSTRUCTION

Dumper

Concrete mixer with hopper

Excavator

Concrete Batching Plant

Cranes

Road roller

Bulldozer

Tower Cranes

Hoist

Labor Lifts

Concrete pressure pumps

Mobile transit mixer

group housing complex “parikrama” at sector-20, panchkula,...

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