Warehouse Project M/S Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajja Prepared By: V S. NO

Warehouse Project M/s Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajjar, Haryana

S. CHECKLIST POINTS FOR REPLY NO. DESCRIPTION 1. The PP should submit Form-I, Form-IA and Refer Enclosed Application Document Conceptual plan duly filled and signed and Form I :- Page No. 1- 13 proposed TOR, if applicable. Form I A :- Page No. 14-76 Conceptual Plan :- Page No. 77 - 104 2. The PP should submit Copy of valid Copy of license is enclosed as Annexures-B1 license/CLU/Allotment letter along with self-contained note mentioning name of each licensee with land share and proper justification of title of the project. The PP should also submit the developer agreement in case of more than one licensee and project proponent not been licensee. 3. The PP should submit copy of resolution Copy of Resolution Authorizing person to file authorizing/nominating person to file an application is enclosed as Annexure-D5. application. (Some authenticated document having signatures with names of Directors/ the Director who is authorizing the signatory of application). 4. The PP should submit copy of resolution for Copy of Resolution for engaging services of engaging services of consultant. consultant is enclosed as Annexure-D9

5. The PP should submit copy of accreditation QCI/NABET Accreditation enclosed as certificate of consultant issued by Enclosure-2 QCI/NABET for the specific chapter.

6. The project proponent should submit brief Brief description of project is mentioned at description of the project. Page No. 78-79 of Conceptual Plan.

7. The project proponent shall give details of Soil Analysis Report is enclosed at as soil type, soil analysis (physical and Annexure-B7 chemical), slope analysis, vulnerability to Details regarding soil analysis, slope analysis, subsidence, and seismicity and natural seismicity and vulnerability to subsidence are drainage near the project site on contour maps and shall also give details of the mentioned at Page No. 18 of Form-1A. quantities of earthwork involved and its use. Project falls under Seismic Zone III. In case of surplus excavated soil, its disposal There is no surplus earth as cut and fill to identified site with permission of mining quantity is same. department for disposal.

8. The project proponent shall give the total Water Requirement for the project is tabulated quantity of water requirement with the in Table No. 4 of Conceptual Plan at Page No. breakup of requirements for various uses 81. and the sources along with water balance statement and shall provide physical, Water Balance diagram is shown at Page No. chemical, biological characteristics with 23 of Form-1A as Figure-2 class of water quality. The project proponent shall also submit depth of soil water

1 Prepared By: Vardan Environet, Gurgaon Warehouse Project M/s Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajjar, Haryana

S. CHECKLIST POINTS FOR REPLY NO. DESCRIPTION availability and its analysis. Water Analysis Report is enclosed as Enclosure-1 9. The project proponent shall give the quantum 55 KLD of recycled water will be used for of water requirement to be met from horticulture purpose; Water Balance Diagram recycling of wastewater and shall give the at Page No. 23 of Form-1A. details of quantities, sources and usage. 10. The project proponent shall give the Refer Page No 21-24 of Form-1A for waste incremental pollution load from wastewater water generation, treatment and recycling generated from the proposed project along details. with details of the quantities and composition of wastewater generated from the proposed activity. 11. Parking provision to be made as per Parking Calculation is mentioned at Page No. NBC/DTCP norms whichever is higher 85 of Conceptual Plan. Parking Plan is with 20% extra capacity. It will further attached as Annexure-C2. comply with approved zoning plan. 12. The project proponent shall give the impacts There will be positive impact by recharge on of the proposal on the ground water and. shall ground water through Rainwater Harvesting give the details of ground water table, Pits with wells (7 Nos.) recharging capacity, and approvals obtained from competent authority. 13. The project proponent shall submit details of Water Harvesting calculation and other details rain water precipitation and it’s harvesting are given on Page No. 25-27 of Form-1A. proposals including ground water recharge. 14. The project proponent shall submit details for Refer Page No. 29-30 of Form-1A for Sewage collection, treatment & safe disposal of Treatment facilities. sewage by giving treatment capacities with technology & facilities for recycling and disposal along with dual plumbing system. 15. The project proponent shall give details of Refer Enclosure-1 for background air quality background air quality levels with predicted levels as Ambient Air Quality Monitoring values based on dispersion models taking Reports enclosed. There will be marginal into account the increased traffic generation impact on air quality by increase in traffic by as a result of the proposed constructions. project and by DG set emission. 16. The project proponent shall give details of Refer Page No. 34 of Form-1 A for internal the movement patterns with internal roads, roads. Movement patterns, ramps are shown in bicycle tracks, pedestrian pathways, footpaths Annexure C1 for Traffic Circulation Plan. etc., with areas under each category. 17. The project proponent shall give details of the Measures taken have been detailed on page no. sources and the measures proposed for 54-55 of Form-1A for the mitigation measures mitigation of traffic noise and vibration. of traffic noise and vibration. 18. The project proponent shall give energy Refer Page No. 41-43 of Form-1A for Energy conservation measures in the selection of Conservation Measures. building materials and their energy

2 Prepared By: Vardan Environet, Gurgaon Warehouse Project M/s Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajjar, Haryana

S. CHECKLIST POINTS FOR REPLY NO. DESCRIPTION efficiency. Lighting equipment and appliances and process and operations. 19. The project proponent shall give details of Refer Page No. 17 of Form-1A. the power requirements, source of supply, backup source and distribution system. 20. The project proponent shall give the passive Architectural Design of Energy Conservation solar architectural features being used in the is mentioned at Page No. 41-43 of Form-1A. Building. 21. The project proponent shall give the details of Refer Point No. 9.5 and 9.13 of Form 1A at use of solar energy devices. page No. 42 and 49 respectively. 22. The project proponent shall give Refer Point No. 9.10 of Form 1A at Page No. precautions & safety measures proposed 44-48. against fire hazards and shall furnish details of emergency plans and risk assessment aspects. 23. The project proponent shall submit detailed Refer Page No. 49-76 of Form-1A for Environment Management Plan suggesting Environment Monitoring Plan and all mitigation and also Environmental Environment Management Plan. Monitoring plan for compliance of various environmental regulations, ventilation plan lighting (illumination) plan. 24. The project proponent shall submit Refer Annexure D1, D2, D3 for Electrical application along with (legible plans on safety, Noise & Vibration plan, Health & larger scale), he will also submit health, Welfare Safety respectively. welfare safety and electrical safety plans. (i) Location of project in the sector plan. (ii) (i) Location of project in the sector plan Plan showing surrounding features within enclosed as Annexure-A2. 500 meters radius. (iii) Green belt development plan. (iv) Lay out (ii) Plan showing surrounding features within plan/Building, plan/Zoning plan. 500 meters radius: - Annexure A1; also (different colours should be used to show Contour map enclosed under Annexure- existing and expansion proposal) (v) A6. Traffic circulation plan. (vi) Parking plan. (vii) Location of STP and Rain Water (iii) Green belt development plan: - Refer Harvesting structures on plan. (viii) Annexure-C4. Prospective view. (ix) Elevation section plan. (iv) Refer Annexure-C1 for Layout Plan and Annexure-B4 for Zoning Plan.

(v) Traffic circulation plan: - Traffic circulation is shown in site layout plan attached as Annexures-C1.

(vi) Parking plan: - Refer parking layout plan

3 Prepared By: Vardan Environet, Gurgaon Warehouse Project M/s Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajjar, Haryana

S. CHECKLIST POINTS FOR REPLY NO. DESCRIPTION attached as Annexure-C2.

(vii) Location of STP and Rain Water Harvesting structures on plan:- Refer Annexure-C3.

(viii) Elevation and Section Plan: Refer Annexure-C5.

25. NOC from AAI regarding height clearance. This condition is not applicable on this project.

26. Certificate from competent Authority Certificate regarding the non-applicability of regarding non applicability of Aravali Aravali is not applicable as the project is in Notification in case of District Gurgaon as on District Jhajjar (Haryana). 07-05-1992. 27. Assurance of competent Authority (HUDA/ Application for the supply of water has been Municipal Corporation/Local Authorities) applied. Receiving for the same is enclosed as for supply of water/permission of CGWA for Enclosure-3. withdrawal of ground water, if proposed.

28. Assurance for supply of power from HBVN. Temporary power connection has already been installed at site from UHBVN. Please refer Enclosure-4 for Power Supply assurance.

29. All the original copies of analytical reports of Analytical Reports for Air, Water, Noise and soil, water, air and noise conducted and Soil from NABL/MoEF approved laboratory collected by NABL/MoEF approved are enclosed as Enclosure-1. Laboratories. 30. NOC from the concerned Forest Department NOC from forest department regarding non- regarding non-involvement of forest land. involvement of forest land has already been obtained and is attached as Annexure-B2.

31. The project proponent shall submit an Affidavits are attached with the application undertaking stating that. stating all the points mentioned are attached as (i) That no construction has been started at Annexure-D4. the site along with latest attested photograph. The affidavit shall be by project proponent Site photographs showing no construction has /one of its directors duly authorized. been enclosed with the undertaking.

(ii)That they will not encroach the revenue Rasta passing through the project area shown in the zoning plan and layout plan.

(iii)That they will keep the ROW required for

4 Prepared By: Vardan Environet, Gurgaon Warehouse Project M/s Future Retail Destination Ltd. Village- Ghijjarodh, Tehsil & District-Jhajjar, Haryana

S. CHECKLIST POINTS FOR REPLY NO. DESCRIPTION HT wire passing through the project area as per Government instruction.

(iv) That they will use ultra low sulphur diesel. That provision for Helipad shall be made in case of the building having height more (v) Than 60 meter. Provision of at least one Hydraulic ladder for high rise building shall also be made.

(vi) The infrastructure will not obstruct or divert the natural flow of water covered or open nallah, drainage of rain water as per natural flow of water. The infrastructure will not obstruct or divert the natural flow of water covered or open nallah, drainage of rain water as per proper index. The document should bear page number with This condition has already been complied. 32. proper index. 33. All the pages should bear the complete This condition has already been complied. signature of authorized signatory with stamp. 34. All the declarations/Analysis This condition has already been complied. reports/certificates obtained should be submitted in original.

5 Prepared By: Vardan Environet, Gurgaon

FOUNDTEK CONSULTANTS ( P ) LIMITED 203 , ANSAL’S MAJESTIC TOWER , PLOT NO. 17 , COMMUNITY CENTRE , BLOCK G - 1 , VIKAS PURI , NEW DELHI – 110018. PH. : 41000728 , 9810220628 TELEFAX: 41000728 E-mail : [email protected]

PROJECT : REPORT ON SOIL INVESTIGATION WORK FOR PROPOSED WAREHOUSE BUILDINGS FOR M/S FUTURE RETAIL DESTINATION LIMITED ON JHAJJAR - REWARI ROAD , NH-71 AT VILLAGE GHIJJORD , TEHSIL AND DISTRICT JHAJJAR ( HARYANA ).

CLIENT : M/S FUTURE RETAIL DESTINATION LIMITED , JHAJJAR REWARI ROAD , NH 71 ( NEW NH 352 ), CHAINAGE RD. 401.370 , VILLAGE GHIJAROD , JHAJJAR , HARYANA - 124103.

ARCHITECT : M/S SHILPAAKAR ARCHITECTS PVT. LTD.

909, 9TH FLOOR, ILD TRADE CENTRE , SECTOR - 47 , SOHNA ROAD , GURGAON - 122018 (HARYANA) INDIA. PH.- +91-124-4361909, 2217088

01 , HOTEL REGENCY COMPLEX , RIICO INDUSTRIAL AREA , NEELAM CHOWK , BHIWADI - 301019 ( RAJASTHAN ) INDIA. PH.- +91-1493-221766

307-308, CENTRAL PLAZA , CC2, EPIP, RIICO INDUSTRIAL AREA , NEEMRANA - 301705 ( RAJASTHAN ) INDIA. PH.- +91-1494-246053

REPORT NO. : 11126

DATE : 15.02.2018

11126

REPORT ON SOIL INVESTIGATION WORK FOR PROPOSED WAREHOUSE BUILDINGS FOR M/S FUTURE RETAIL DESTINATION LIMITED ON JHAJJAR - REWARI ROAD , NH-71 AT VILLAGE GHIJJORD , TEHSIL AND DISTRICT JHAJJAR ( HARYANA ).

C O N T E N T S

PAGE NO.

1. INTRODUCTION 1

1.1 PROJECT 1 1.2 AIM OF SOIL INVESTIGATION 1 1.3 SCOPE OF WORK 2

2. INVESTIGATIONS CONDUCTED 2 2.1 INSITU TESTS 2 2.1.1 BOREHOLES 3 2.1.1.1 WATER TABLE 3 2.1.1.2 STANDARD PENETRATION TEST RESULTS 4 2.2 LABORATORY TESTS AND RESULTS 5-14

3. OBSERVATIONS 15

4. DISCUSSIONS 15-16

5. SAMPLE CALCULATIONS 17-18

6. RECOMMENDATIONS 19

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11126 1

1. INTRODUCTION

1.1 PROJECT

This soil investigation work , whose results are being presented herewith, has been conducted for the Warehouse buildings being proposed to be constructed by the authorities of M/S FUTURE RETAIL DESTINATION LIMITED at their site situated on JHAJJAR - REWARI ROAD , NH-71 at Village GHIJJORD , TEHSIL AND DISTRICT JHAJJAR (HARYANA).

A plan of the site is being enclosed indicating the plot dimensions and the locations of the proposed buildings and investigation points.

1.2 AIM OF SOIL INVESTIGATION

Soil investigation has been conducted at the site in order to evaluate the parameters required for design of foundations. These parameters are :

To achieve the above objective , following engineering properties of the sub-soil have been studied :

(a) Sub - soil penetration resistance characteristics which have been determined insitu.

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(b) Properties like particle size distribution, atterberg limits , bulk density , moisture content , dry density and shear strength parameters ; which have been determined in the laboratory by conducting testing of both disturbed as well as undisturbed samples.

1.3 SCOPE OF WORK

The stipulated scope of work comprised of following:

1. Mobilisation of equipment and personnel to the site and back.

2. Sinking boreholes ( 8 nos.) in the subsoil down to 6 m depth below the existing ground level or refusal whichever is encountered earlier, observing ground water water table levels if encountered down to termination depth,conducting required field and laboratory tests and their analysis.

3. Preparation and submission of technical report in triplicate.

2. INVESTIGATIONS CONDUCTED

2.1 INSITU TESTS

Exact locations of field testing points have been marked at the site as per directions of project engineers. These locations have been designated as BH 1 to BH 8 in this report.

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2.1.1 BOREHOLES

Following operations have been carried out during the progress of boreholes :

(a) Augering with the help of shell and auger technique down to the termination depth of 6 m below the existing ground level in the eight boreholes.

(b) Standard penetration tests at regular intervals.

The eight boreholes have been terminated at 6 m depth below the existing ground level.

2.1.1.1 WATER TABLE

Water table was encountered at following depths below the existing ground level in the eight boreholes :

Borehole no. Water table depth below G.L. ( m ) ------1 2.5 2 3.5 3 3.2 4 3.3 5 3.4 6 3.3 7 3.3 8 2.3 ------

This water table is liable to rise up by about 1.5 m above current levels during heavy rainy seasons.

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2.1.1.2 STANDARD PENETRATION TEST RESULTS

Following standard penetration resistance (`N') values have been recorded at various depths in the eight boreholes :

DEPTH `N' VALUES (m) ------BH1 BH2 BH3 BH4 ------1.5 5 6 2.0 7 7 3.0 7 9 3.5 8 9 4.5 8 7 5.0 9 10 6.0 10 11 ------

DEPTH `N' VALUES (m) ------BH5 BH6 BH7 BH8 ------1.5 6 7 2.0 7 8 3.0 8 8 3.5 9 9 4.5 9 8 5.0 11 10 6.0 10 11 ------

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2.2 LABORATORY TESTS AND RESULTS

Following tests have been conducted on various soil samples in the laboratory :

(a) Particle size Distribution. (b) Liquid and plastic limits. (c) Natural Moisture Content. (d) Bulk and Dry Density. (e) Shear Tests. (f) Specific Gravity.

Results are being presented in tabular form as follows :

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LABORATORY TEST RESULTS

BOREHOLE LOCATION : 1

DISTURBED SAMPLES

DEPTH GRADATION ANALYSIS(%) ATTERBERG LIMITS (%) (M) GRAVELS SAND SILT CLAY LIQUID PLASTIC BELOW G.L. ------

1.5 2 35 63 0 19 17 3.0 0 40 60 0 4.5 4 34 62 0 6.0 0 65 35 0 NONPLASTIC

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UNDISTURBED SAMPLES

DEPTH BULK DENSITY WATER DRY COHESION ANGLE OF (M) (gms/cc) CONTENT DENSITY SHEARING (%) (gms/cc) (Kg/sq.cm) RESISTANCE (O) ------

2.0 1.68 8.7 1.54 0.05 25

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