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

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1 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. 2 nd Floor, Shree Ram Complex, Above Bank of India, Near Kargil Chowk, Surat Dumas Road, Piplod, Surat , Gujarat, India Contact No: , info@en-vision.in Website: November 2017

2 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

3 ADDITIONAL ATTACHMENTS TO FORM-1 OF M/S SDB DIAMOND BOURSE ANNEXURE 1 PLANT LAYOUT 3

4 ANNEXURE 2 PARKING LAYOUT OF GROUND LEVEL & LOWER BASEMENT 4

5 ANNEXURE- 3 PARKING LAYOUT OF UPPER BASEMENT 5

6 ANNEXURE- 4 TYPICAL FLOOR WITH REFUGEE LAYOUT 6

7 ANNEXURE-5 TYPICAL LAYOUT WITHOUT REFUGEE 7

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 Construction & Sprinkling activity TOTAL WATER REQUIREMENT AND WASTE WATER GENERATION: (OPERATION PHASE) NO. PARTICULAR WATER CONSUMPTION (KLD) 1. Permanent staff Visitor Fresh 900 Recycled WASTE GENERATION (KLD) 3. Gardening and other Chilling unit TOTAL WATER 8

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 Wet waste 4300 kg/day Collection in specific bins and Segregation at Common OWC/Garbage processing Room. STP Sludge 144 kg/day OWC & STP Located close to each other Handover to Relevant Local authority Composting and Utilizing as fertilizer for landscape. Composting and utilizing as manure. 9

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 10

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. 11

12 ANNEXURE-9 SOIL TESTING REPORT ADDITIONAL ATTACHMENTS TO FORM-1 OF M/S SDB DIAMOND BOURSE 12

13 ANNEXURE-9 SOIL TESTING REPORT ADDITIONAL ATTACHMENTS TO FORM-1 OF M/S SDB DIAMOND BOURSE 13

14 ANNEXURE-9 SOIL TESTING REPORT ADDITIONAL ATTACHMENTS TO FORM-1 OF M/S SDB DIAMOND BOURSE 14

15 ANNEXURE-10 KEY PLAN 15

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