additional attachments to...

ADDITIONAL ATTACHMENTS TO FORM-1

FOR OBTAINING ENVIRONMENT CLEARANCE

For Proposed Commercial Complex “Surat Diamond Bourse”

M/S. SDB DIAMOND BOURSE

Block No. 177/P, Moje- Khajod, Taluka- Surat City,

District – Surat, State- Gujarat

Prepared by:

En-vision

Enviro Technologies Pvt. Ltd.

2nd Floor, Shree Ram Complex, Above Bank of India,

Near Kargil Chowk, Surat Dumas Road,

Piplod, Surat-395007, Gujarat, India

Contact No: +91 2612223003, 2224004

E-mail: [email protected]

Website: www.en-vision.in

November 2017

mailto:[email protected]

http://www.en-vision.in/

INDEX

ANNEXURE PARTICULARS PAGE NO.

Annexure – 1 Plant Layout 3

Annexure – 2 Parking Layout of Ground Level & Lower Basement 4

Annexure – 3 Parking Layout of Upper Basement 5

Annexure – 4 Typical Floor with Refugee Layout 6

Annexure – 5 Typical Layout without Refugee 7

Annexure – 6 Water Requirements and Waste Water Generation 8

Annexure – 7 Solid Waste Generation And Management 9

Annexure – 8 Traffic Movement 10

Annexure - 9 Soil Testing report 12

Annexure – 10 Key Plan 15

ADDITIONAL ATTACHMENTS TO FORM-1 OF M/S SDB DIAMOND BOURSE

3

ANNEXURE – 1 PLANT LAYOUT


4

ANNEXURE – 2 PARKING LAYOUT OF GROUND LEVEL & LOWER BASEMENT


5

ANNEXURE- 3 PARKING LAYOUT OF UPPER BASEMENT


6

ANNEXURE- 4 TYPICAL FLOOR WITH REFUGEE LAYOUT


7

ANNEXURE-5 TYPICAL LAYOUT WITHOUT REFUGEE


8

ANNEXURE- 6 WATER REQUIREMENTS AND WASTE WATER GENERATION

WATER REQUIREMENT AND ITS SOURCE

During Construction Phase water requirement 575 KLD shall be met through Dream city network.

180 KLD domestic wastes shall be generated during construction phase which will be disposed off

through underground drainage of dream city.

During Operational Phase water requirement will be approx 1790 KLD (Fresh- 900 KLD + Recycled

– 890 KLD) shall be met through Dream City network. 928 KLD domestic wastes shall be generated

during operational phase which will be further treated into the adequate capacity STP and the treated

waste water will be reused for flushing, cooling and gardening work.

DETAILS OF WATER REQUIREMENT

WATER REQUIREMENT AND WASTE WATER GENERATION: (CONSTRUCTION

PHASE)

SR.

NO. PURPOSE

WATER REQUIREMENT

(KLD)

WASTEWATER

GENERATION

(KLD)

1. Domestic 225 180

2. Construction &

Sprinkling activity 350 --

TOTAL 575 180

WATER REQUIREMENT AND WASTE WATER GENERATION: (OPERATION PHASE)

NO. PARTICULAR WATER CONSUMPTION

(KLD)

WASTE WATER

GENERATION

(KLD)

1. Permanent staff 1160

Fresh – 900

Recycled - 260

890 2. Visitor

3. Gardening and other 120 --

4. Chilling unit 510 --

TOTAL 1790 890


9

ANNEXURE-7 SOLID WSATE GENERATION AND MANAGEMENT

Estimated Qty. of domestic waste generated due to the construction workers will be (5000 person x

200 gm / Person / Day) = 1000 kg/day. Separate bin will be provided for collection of Municipal Solid

Waste (MSW) at different places and the same will be collectively disposed off to dream city.

Construction waste will consist of construction debris along with cement bags, steel scrap, packing

materials etc. Construction debris will be reused for backfilling and internal road development. Steel

scrap will be sold to authorized recyclers. Cement Bag, packing material, etc. will be sold to

authorized recyclers.

DETAILS OF SOLID WASTE GENERATION AND ITS DISPOSAL METHOD

Type of waste Generation

Quantity (Kg/day) Mode of waste collection Mode of Disposal / Reuse

Dry waste 6225 kg/day Collection in specific bins

and Segregation at

Common

Handover to Relevant

Local authority

Wet waste 4300 kg/day Collection in specific bins

and Segregation at

Common OWC/Garbage

processing Room.

Composting and Utilizing

as fertilizer for landscape.

STP Sludge 144 kg/Day OWC & STP Located close

to each other

Composting and utilizing

as manure.


10

ANNEXURE- 8 TRAFFIC MOVEMENT

Sr.

No. Particulars Details

1. Traffic

Management

(1)Width of adjacent public roads:

• National Highway 6 : (Operates as four lanes two way divided road)

• Althan Canal Road: (Operates as four lanes two way undivided road)

• Khajod Village Road: (Operates as two lanes two way undivided road)

• Proposed 90m Wide Road(i.e. To the North and West of the proposed

development): 90m ROW (Considered as eight lanes two way divided road

with two lanes service road on either side of the road.

• Proposed 45m Wide Road (i.e. To the East and South of the proposed

development): 45m ROW (Considered as six lanes two way divided road)

(2)Number of Entry & Exit provided on approach road/s:

Vehicular Movement

• Entry Gates : Five

• Exit Gates : Four

• Customs Entry/Exit Gate : One Entry + Exit Gate

• Service Entry/Exit Gate : One Entry and One Exit Gate

Pedestrian Movement

• Entry/Exit Gate : Five Entry + Exit Gates

(3)Width of Entry & Exit provided on approach road/s:

Vehicular Movement

• Entry Gates : 12-13m Width

• Exit gates : 12m width

• Customs Entry/Exit Gate : 13m width

• Service Entry & Exit Gate : 7m width

Pedestrian Movement

• Entry/Exit Gates : 9m width

(4)Minimum width of open path all around the buildings for easy access of fire

tender(excluding the width for the plantation):

6m width (three lanes)

(5)Width of all internal roads:

6m width (three lanes)

(6)Measures for traffic management:

• Multiple entries and exits on multiple roads will help in better traffic

dispersion particularly during peak hours.

• Most of the vehicular entries and exits are segregated to avoid conflicting

vehicular movements


11

Sr.

No. Particulars Details

• Separate Pedestrian Entry + Exit Gates to provide safe movement for

pedestrian

• Entry and exit radii provided are larger than or equal to 90 degree to allow

smooth entry and improved merging on exit.

• Queuing and storage at the entrance are provided within the car

park/premises and not on the external roads. It is designed based on peak

hour arrival.

• Pedestrian facilities are provided like pedestrian strip and pedestrian

crossing

• Dedicated two wheeler entry at all the Entry gates

• Dedicated ramps for two wheeler are provided to segregate two wheeler

traffic movements.

• 4-Arm junctions are avoided in the parking layouts to provide safe

movement and avoid conflicting vehicular movements. Most of the

junctions inside the premises are made 3-arm junctions.

• Speed control and traffic calming devices are used including ripple painted

areas and rumble strips.

• Convex Mirrors at Blind Corners are provided.

• Adequate traffic signs provided to notify people.

• Traffic Wardens will be provided during peak hours to ensure efficient

traffic movement.


12

ANNEXURE-9 SOIL TESTING REPORT


13



14



15

ANNEXURE-10 KEY PLAN

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