ANNEXURE I

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1 ANNEXURE I

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4 ANNEXURE II

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7 ANNEXURE III

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18 ANNEXURE IV

19 Indian Green Building Council C/o CII Sohrabji Godrej Green Business Centre Confederation of Indian Industry Survey No 64, Near Kothaguda Cross Roads Kothaguda Post, R R District, Hyderabad Tel: Fax: igbc@cii.in Web: November 2017 TO WHOMSOEVER IT MAY CONCERN This is to confirm that the Shridhara Infratech Private Limited has registered their project Happy Trails at Plot No. GH-02A, Sector 10, Greater Noida with IGBC Green Homes Rating System on 17 November The project registration number is IGBCGH Prem C Jain Chairman Indian Green Building Council Headquarters: The Mantosh Sondhi Centre, 23, Institutional Area, Lodi Road New Delhi

20 ANNEXURE V(a)

21 28 40'0"N 77 20'0"E 77 25'0"E Kilometers 77 30'0"E 77 35'0"E 28 40'0"N Location Map (Project site & 10 Km Buffer) 28 35'0"N Ü 28 35'0"N Name of project: Group Housing Project "Happy Trails" Name of Proponent: M/s Sridhara Infratech Pvt. Ltd. Location of Project: Plot No.-GH-02A, Sector-10, Greater Noida; Distt.- Gautam Budh Nagar; State - Uttar Pradesh; Country: India Plot Area: acres Legend Project Site 70 0'0"E 77 20'0"E 80 0'0"E 90 0'0"E 30 0'0"N 30 0'0"N 30 0'0"N 40 0'0"N Ü 75 0'0"E 77 30'0"E 78 0'0"E 77 35'0"E 30 0'0"N 40 0'0"N 28 30'0"N 28 30'0"N 77 25'0"E 10 Km Buffer ,280 Kilom eters 20 0'0"N 20 0'0"N Ü 10 0'0"N 10 0'0"N Kilometers Marked By: Aplinka Solutions & technologies Pvt. Ltd (ASTPL), Noida, Gautambuddha Nagar, (U.P) 70 0'0"E 80 0'0"E 90 0'0"E 75 0'0"E 78 0'0"E

22 Annexure V(b)

23 77 28'30"E 77 29'0"E 28 34'30"N 28 34'30"N Google Map µ Skytech Troy Greater Noida Authority Flats (500m Buffer) Name of project: Group Housing Project"Happy Trails" Name of Proponent: M/s Shridhara Infratech Pvt. Ltd. Location of Project: Sikka Plot No. -GH-02A, Sector-10; Mahagun Kirat Greater Noida; Mantra Distt.- Gautam Budh Nagar State - Uttar Pradesh; Country: India Bulland Plot Area: Acres Amaatra Park & Greenbelt Calisto Legend Homes Sikka Project Site 28 34'0"N Greno West - Greater Noida Highway Park & Greenbelt Kamya Greens Vaidpura Link Marg 28 34'0"N 500m Buffer Victoryone Central Scale : Meters Representative Factor ; 1:2,500 Marked By: Aplinka Solutions & technologies Pvt. Ltd (ASTPL), Noida, Gautambuddha Nagar, (U.P) 77 28'30"E 77 29'0"E

24 Annexure V(c)

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26 ANNEURE VI

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28 ANNEXURE VII

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30 ANNEXURE VIII

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33 ANNEXURE IX

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36 ANNEXURE X

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39 ANNEXURE XI

40 PROJECT : PROPOSED GROUP HOUSING "HAPPY TRAILS" AT PLOT NO - GH-02A, SECTOR-10, GREATER NOIDA (A) Calculations for Tower -01 & Community Building Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-01 Terrace Area b.) Community Building Terrace Area c.) Total (a+b) Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain m3 Page 1

41 (B) Calculations for Tower -02, 03 & 04 Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-02 Terrace Area b.) Tower-03 Terrace Area c.) Tower-04 Terrace Area d.) Total (a+b+c) Sqm Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain m3 Page 2

42 (C) Calculations for Tower -05, 06 & 07 Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-05 Terrace Area b.) Tower-06 Terrace Area c.) Tower-07 Terrace Area c.) Total (a+b+c) Sqm Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain m3 Page 3

43 (D) Calculations for Tower -08 & 09 Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-08 Terrace Area b.) Tower-09 Terrace Area c.) Total (a+b) Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain 5.69 m3 Page 4

44 (E) Calculations for Tower - 10 & Commercial Building Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-10 Terrace Area b.) Commercial Building Terrace Area c.) Total (a+b) Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain 2.50 m3 Page 5

45 (F) Calculations for Tower - 11 & 12 Roof Top Infiltration Storm Water Rainfall Intensity for Design m/hr a.) Tower-11 Terrace Area b.) Tower-12 Terrace Area c.) Total (a+b) Sqm Sqm Sqm 1 For Roof / Terrace only (i) Average Runoff co-efficient for terraces and other built-up areas (ii) Area-(a.) considered (For Ground Coverage/Terrace Area only) m 2 (iii) Theoretical Volume of Infiltration Wells required. Approximately (Total Area x 0.80 x 0.090) m 3 /hr 2 Total Volume Generated per hour (1) m 3 /hr For 15 minute holding capacity m 3 3 Size of the Wells i) Dia of Recharge well 3.00 m ii) Depth of Recharge well 2.00 m iii) Volume of 1 Infiltration well m3 iv) Absortion capacity of Recharge 60% of yeild capacity of borewell v) Yeild capacity of borewell (Assumed) m 3 /hr vi) 60% (Assumed) m 3 /hr vii) Absorption capacity in 15 minutes 4.50 m3 ix) Total capacity of Recharge Pit m3 x) Number of Infiltration Wells Provided 1.00 Nos. xi) Total Rainwater holding/absorbing capacity m3 xii) Surplus Rainwater Disposal to City Drain 7.90 m3 Page 6

46 ANNEXURE XII

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49 ANNWXURE XIII

50 LVL INT. ROAD LVL +900 Soft 150 Parking (HDPE Grass Paver) 1% Slope 100 THK SAND LAYER 80 THK CONC BLOCK PAVER Internal Road (Conc. Paver) 1% Slope EXT. ROAD LVL ±00 STORM WATER MANHOLE AS/PLUMBING SEWER MANHOLE AS/PLUMBING WATERPROOFING AS/SPECS PLUMBING CUTOUT BASEMENT 35 THK HDPE GRASS PAVER 50 THK SAND LAYER 100 THK WBM (60-45) COMPACTED EARTH

51 ANNEXURE XIV

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54 ANNEXURE XV

55 GEOTECHNICAL INVESTIGATION REPORT FOR PROPOSED GROUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA. SUBMITTED TO SHRIDHARA INFRATECH PVT. LTD. ATS TOWER, PLOT NO. 16, SECTOR-135, NOIDA. REPORT NO ON DATED SUBMITTED BY UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS & LAND SURVEYORS 49, SECOND FLOOR, BHARAT NAGAR, ASHOK VIHAR, NEW DELHI PHONES : , uvglobaldelhi@gmail.com

56 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. TABLE OF CONTENTS S.NO. CONTENTS PAGE NO. 1.0 INTRODUCTION PROJECT DESCRIPTION PURPOSE OF INVESTIGATION FIELD INVESTIGATIONS CONDUCTED BOREHOLES PROCEDURE GROUND WATER LABORATORY TESTS SITE STRATIGRAPHY LIQUEFACTION ANALYSIS FOUNDATION TYPE & DEPTH CONCEPT OF ANALYSYS RECOMMENDATIONS OPEN FOUNDATION RAFT FOUNDATIONS CHEMICAL RESULTS CLOSURE PROFILE FIGURES PLAN 98

57 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No INTRODUCTION 1.1 PROJECT DESCRIPTION This soil investigation work, whose results are being presented herewith, has been carried out for the Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. The proposed structure may consist of Ground+4 storied with/without single basement & Stilt+30 storied with single/ double basement. A layout plan showing the locations of our field investigation is attached at the end of the report. 1.2 PURPOSE OF INVESTIGATION The purpose of this study are to investigate the stratigraphy at the site and to develop geotechnical recommendations for foundation design and construction. To achieve these purposes, the following study was conducted at the site. (a) (b) Drilling 10 boreholes (BH-1 to BH-10) to 40.0m depth or Refusal whichever met earlier, through Soil and to collect disturbed and undisturbed soil samples. Conducting 3 Nos. Dynamic Cone Penetration Tests (DCPT-1 to DCPT-3) at the site. (c) Laboratory testing for selected soil samples to determine different properties of the soils; and (d) (e) Analyzing all field and laboratory data in order to develop engineering recommendations for foundation design and construction. Preparation and submission of technical report. 2.0 FIELD INVESTIGATIONS CONDUCTED Locations of Boreholes have been marked at the site as per the approved drawing provided by the client to us. These locations have been marked as BH-1 to BH-10 & DCPT-1 to DCPT-3 in this report.

58 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No BOREHOLES PROCEDURE The boreholes were progressed to the specified depth of 40.0m. The work was done in accordance with IS: Standard Penetration Tests (SPT) were conducted in the borehole at m interval by connecting a split spoon sampler to A rods and driving it by 45 cm using a 63.5 kg hammer falling freely from a height of 75 cm. The tests were done in accordance with IS: The number of blows for each 15 cm of penetration was recorded. The blows required to penetrate the initial 15 cm of the split spoon for seating the sampler is ignored due to the possible presence of loose materials or cuttings from the drilling operation. The cumulative number of blows required to penetrate the balance 30 cm of the 45 cm sampling interval is termed the SPT value or the N value. Disturbed samples were collected from the split spoon after conducting SPT. The samples were preserved in transparent polythene bags. Undisturbed samples were collected by attaching a 100 mm diameter thin walled Shelby tubes and driving the sampler lightly using a 63.5 kg hammer in accordance with IS: DYNAMIC CONE PENETRATION TEST RPOCEDURE In Dynamic Cone Penetration test, a metal cone of apex angle 60 degrees was continuously driven into the sub-soil strata with the help of a falling hammer. Number of blows required for every 30 cms penetration was noted down. A continuous record of penetration resistance of the sub-soil strata was maintained. Results of the tests have been plotted in the form of no. of blows/depth and are presented in this report.

59 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No GROUND WATER Groundwater level in the boreholes was recorded after 24 hours after drilling was completed. It is mentioned in the borehole logs attached with the report. 3.0 LABORATORY TESTS The following table presents the various tests conducted on Soil & Water samples in the laboratory: Laboratory Test Natural moisture content Grain size analysis Liquid & Plastic limit Unconsolidated Undrained Triaxial shear test Consolidated Drained Direct Shear Test Unconfined Compression Test Specific Gravity Test Chemical Analysis of soil Chemical Analysis of water Determination of ph value Determination of total soluble sulphate Determination of total soluble sulphate Determination of chloride content Determination of ph value IS : Code Referred IS : 2720 (Part-2)-1973 IS : 2720 (Part-4)-1985 IS : 2720 (Part-5)-1985 IS : 2720 (Part-11)-1993 IS : 2720 (Part-13)-1986 IS : 2720 (Part-10)-1991 IS : 2720 (Part-3)-1980 IS : 2720 (Part-26)-1987 IS : 2720 (Part-27)-1977 IS : 3025 (Part-11)-1996 IS : 3025 (Part-24)-1998 IS : 3025 (Part-32)-1993 All test Results are being presented at Table no 1 to 10 of soil profiles & Fig. No. 11 to 97 attached in the report.

60 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No SITE STRATIGRAPHY The Soils met at the site are in alternate layers of light Brown Sandy silt(cl)/silty sand(sm) to about m depth. Below this, light grey Fine sand (SP-SM) is met to the final explored depth of 40.0m. Groundwater was encountered to about 12.00m-12.60m depth below ground surface during our field investigation (September, 2017). The SPT values at site range from 11 to 30 to about 4.5m depth and from 33 to 57 to about 15.0m depth. Below this, SPT values range from 60 to 89 to the final explored depth of 40.0m. 5.0 LIQUEFACTION ANALYSIS As per IS , liquefaction is likely in Sand strata below water table for SPT values less than 15. At this site, groundwater was encountered to about 12.00m-12.60m depth. The soils classify primarily as Sandy Silt (CL)/Silty Sand(SM) &Fine Sand (SP-SM) below foundation level. The SPT values at site range from 11 to 30 to about 4.5m depth and from 33 to 57 to about 15.0m depth. Below this, SPT values range from 60 to 89 to the final explored depth of 40.0m. On review of all soil parameters like, SPT values, Soil gradation, etc., we are of the opinion that the liquefaction is not likely to take place at this site. 6.0 FOUNDATION TYPE & DEPTH Reviewing the site stratigraphy, SPT N values & laboratory test results, we recommend that Isolated open spread foundation at or below 1.5m depth below the existing ground surface may be provided at the site to support the structural loads. Recommendations for Isolated foundations are provided in section 8.1 of this report.

61 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No. 05 Alternatively, Raft foundations may also be provided. We recommend a minimum foundation embedment depth of 4.5m below existing ground surface for single basement & 7.0m depth below existing ground surface for double basement. Recommendations for Raft foundations are provided in section 8.2 of this report. 7.0 CONCEPT OF ANALYSIS FOR OPEN/RAFT FOUNDATIONS Bearing capacity analysis for Open spread foundations/raft foundation have been done in general accordance with IS: For the soil conditions encountered at this site, average of local and general shear failure conditions has been used for analysis. Settlement analysis has been performed based on the SPT values as per chart given in IS:8009 Part-I As per IS , the tolerable total settlement is taken as 50 mm for Isolated Open Spread foundation and 75mm for Raft foundation. Appropriate values have been substituted into the bearing capacity equation given in IS-6403 to compute the safe net bearing capacity. The values have been checked to determine the settlement of the foundation under the safe bearing pressure. The allowable bearing pressure has been taken as the lower of the two values computed from the bearing capacity shear failure criterion as well as that computed from the tolerable settlement criterion. The same has been recommended for the design. 8.0 RECOMMENDATIONS 8.1 OPEN FOUNDATION The following table presents our recommended values of Net allowable bearing pressure for Isolated Open Spread foundations bearing at or below 1.5m depth below the existing ground surface for 2-5 m wide foundations.

62 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No. 06 Foundation Depth below existing ground level, m Recommended Net Allowable Bearing Pressure, T/m² The above values include a safety factor of 2.5. Total settlement of foundation designed for the above net bearing pressure is expected to be about 50 mm. Net bearing pressure for foundations at intermediate depths may be interpolated linearly between the values given above. 8.2 RAFT FOUNDATIONS The following table presents our recommended values of Net and Gross allowable bearing pressures and Modulus of sub grade reaction for Raft foundations ( 6 m) bearing at or below 4.0m depth below the existing ground surface for 75 mm settlement.

63 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No. 07 Foundation Depth below EGL, m Recommended Net Allowable Bearing Pressure, T/m² Recommended Gross Allowable Bearing Pressure, T/m² Modulus of Sub grade reaction(*), Kg/cm³ Note: For intermediate foundation depths, allowable bearing pressure values & Modulus of sub grade reaction values may be linearly interpolated. These values include a Safety Factor of 2.5. As no Plate Load tests have been conducted at the site, the Modulus of Sub-grade reaction (*) values for Raft foundation given in above table are based purely on empirical formula. A suitable safety factor has been used for evaluation the same. It is recommended that these values of Modulus of Sub-grade reaction should be reconfirmed by Plate Load Tests. 9.0 CHEMICAL RESULTS Chemical test results on soil and groundwater are presented on sheet no. 97 of the report. The results indicate that the soils contain about percent sulphates and percent chlorides. The ph value of soil is to about 8.0~8.2 indicating somewhat alkaline condition. The groundwater contains 210 to 250 mg/litre of sulphate and 180 to 210 mg/litre of chlorides. The ph value of groundwater is indicating somewhat alkaline condition.

64 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL REPORT Project: Proposed Group Housing Project at GH02A, Sector-10, Greater Noida. Page No. 08 We recommend the following measures to limit the potential for chemical attack: (1) Concrete for Isolated Open Spread Foundation/ Raft Foundation should contain a minimum cement content of 330 kg/m 3 of cement. (2) Water cement ratio in foundation concrete should be (3) A clear concrete cover over the reinforcement steel of at least 50mm should be provided for all foundations CLOSURE We are thankful to client to provide the opportunity to perform this investigation by us. We have pleasure in submitting this report. Please contact us when we can be of further service to you. For UV GLOBAL GEO SOLUTIONS PVT. LTD. (PUSHPENDRA KUMAR) DIRECTOR

65 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense light brown Sandy Silt,low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % 12.50m Atterberg Limits Liquid % Plastic % BH.No. 1 WATER TABLE : Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 1 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS1 SPT2 SPT3 UDS ,2, o 2.55 (UUT) (3.0m) UUT : Unconsolidated Undrained Triaxial Shear Test 3.00 Medium dense light brown Silty Sand (SM) (4.5m) 4.50 Medium dense light brown Sandy Silt,low plastic (CL) ,2, o 5.55 (UUT) SPT4 SPT Medium dense light brown Silty Sand (SM) (7.5m) 8.25 UDS (9.0m) 9.00 Medium dense light brown Sandy Silt,low plastic SPT (CL) (10.5m) Medium dense light brown Silty Sand (SM) SPT

66 BH.No. 1 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL Sample type UDS4 SPT8 Depth (m) N-Value SOIL DESCRIPTION Grain Size Analysis Gravel % Sand % Silt % Clay % 12.50m Atterberg Limits Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm Medium dense light brown Silty Sand (SM) , o (12.0m) (DST) Medium dense to Dense light grey Fine Sand DST:Drained Direct Shear Test (SP-SM) Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 1a Triaxial Test Angle of Internal Friction SPT Medium dense, 12.0m to 15.0m UDS SPT10 UDS Dense, 15.0m to 27.0m N.P. N.P N.P. : Non Plastic SPT11 UDS , o (DST) SPT12 UDS N.P. N.P SPT , o UDS (27.0m) (DST)

67 BH.No. 1 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.50m Grain Size Analysis Atterberg Limits Sample type Depth (m) N-Value SPT SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 1b Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction UDS N.P. N.P N.P. : Non Plastic SPT UDS SPT , o UDS (DST) DST:Drained Direct Shear Test SPT UDS SPT N.P. N.P SPT (40.00m)

68 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis 0.00 Medium dense light brown Sandy Silt,low plastic (CL) Gravel % Sand % Silt % Clay % Liquid % WATER TABLE : 12.50m Atterberg Limits Plastic % BH.No. 2 Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 2 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT UDS1 SPT2 SPT3 UDS2 SPT4 SPT5 UDS (3.0m) 3.00 Medium dense light brown Silty Sand (SM) N.P. N.P N.P. : Non Plastic (4.5m) 4.50 Medium dense light brown Sandy Silt,low plastic (CL) ,2, o 5.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test (7.5m) 7.50 Medium dense to Very dense light grey Fine Sand (SP-SM) Medium dense, 7.5m to 9.0m 0.5, o 8.55 (DST) SPT Dense, 9.0m to 10.5m DST:Drained Direct Shear Test SPT Very dense, 10.5m to 11.0m

69 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Dense to Very dense light grey Fine Sand N.P. N.P (SP-SM) N.P. : Non Plastic Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 2 WATER TABLE : 12.50m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 2a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT8 SPT9 UDS5 SPT10 UDS6 SPT11 UDS Dense, 11.0m to 21.0m , o (DST) DST:Drained Direct Shear Test N.P. N.P SPT12 UDS Very dense, 21.0m to 40.0m , o (DST) SPT UDS N.P. N.P

70 BH.No. 2 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.50m Grain Size Analysis Atterberg Limits Sample type SPT UDS10 Depth (m) N-Value SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 2b Triaxial Test Angle of Internal Friction DST:Drained Direct Shear Test SPT UDS SPT UDS N.P. N.P SPT N.P. : Non Plastic 0.5, o UDS (DST) SPT SPT (40.00m)

71 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense to Dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 3 WATER TABLE : 12.60m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 3 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS1 SPT2 SPT3 UDS2 SPT4 SPT Medium dense, 0.0m to 4.5m ,2, o 2.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test Dense, 4.5m to 7.5m ,2, o 5.55 (UUT) (7.5m) 7.50 Dense light brown Silty Sand (SM) UDS Dense light grey Fine Sand (SP-SM) SPT (9.0m) SPT

72 GLOBAL GLOBAL Sample type UDS4 SPT8 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 3 WATER TABLE : 12.60m Atterberg Limits Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm Dense to Very dense light grey Fine Sand N.P. N.P , o (SP-SM) N.P. : Non Plastic 1.50 (DST) Dense, 12.0m to 15.0m DST:Drained Direct Shear Test Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 3a Triaxial Test Angle of Internal Friction SPT9 UDS Very dense, 15.0m to 40.0m N.P. N.P SPT UDS SPT11 UDS , o (DST) SPT UDS8 SPT13 UDS N.P. N.P , o (DST)

73 BH.No. 3 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.60m Grain Size Analysis Atterberg Limits Sample type Depth (m) N-Value SPT SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 3b Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction UDS SPT UDS N.P. N.P SPT N.P. : Non Plastic 0.5, o UDS (DST) DST:Drained Direct Shear Test SPT UDS SPT N.P. N.P SPT (40.00m)

74 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense to Dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % 12.20m Atterberg Limits Liquid % WATER TABLE : Plastic % BH.No. 4 Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 4 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT Medium dense, 0.0m to 4.5m ,2, o UDS (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test 3.00 SPT SPT3 UDS Dense, 4.5m to 10.5m SPT4 SPT UDS ,2, o 8.55 (UUT) 9.00 SPT Very dense light grey Fine Sand (SP-SM) SPT (10.5m)

75 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Grain Size Analysis Gravel % Sand % Silt % Clay % 12.20m Atterberg Limits Liquid % WATER TABLE : Plastic % BH.No. 4 Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 4a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT SPT9 UDS5 SPT10 UDS , o (DST) N.P. N.P DST:Drained Direct Shear Test N.P. : Non Plastic SPT11 UDS , o (DST) SPT12 UDS N.P. N.P SPT UDS

76 BH.No. 4 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.20m Grain Size Analysis Atterberg Limits Sample type Depth (m) N-Value SPT UDS10 Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, N.P. N.P o N.P. : Non Plastic (DST) DST:Drained Direct Shear Test SPT SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 4b Triaxial Test Angle of Internal Friction UDS Very dense light brown Silty Sand (SM) SPT (33.0m) UDS (36.0m) Very dense light grey Fine Sand (SP-SM) N.P. N.P SPT , o UDS (DST) SPT SPT (40.00m)

77 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense to Dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 5 WATER TABLE : 12.30m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 5 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS Medium dense, 0.0m to 6.0m SPT2 SPT UDS2 SPT ,2, o 5.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test 6.00 Dense, 6.0m to 10.5m SPT UDS ,2, o 8.55 (UUT) SPT (10.5m) Dense light grey Fine Sand (SP-SM) SPT

78 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Dense to Very dense light grey Fine Sand (SP-SM) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 5 WATER TABLE : 12.30m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 5a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT8 SPT9 UDS Dense, 11.0m to 15.0m , o (DST) Very dense, 15.0m to 33.0m DST:Drained Direct Shear Test SPT UDS N.P. N.P N.P. : Non Plastic SPT11 UDS , o (DST) SPT UDS8 SPT13 UDS N.P. N.P

79 BH.No. 5 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.30m Grain Size Analysis Atterberg Limits Sample type SPT UDS10 Depth (m) N-Value SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) DST:Drained Direct Shear Test N.P. N.P SPT N.P. : Non Plastic Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 5b Triaxial Test Angle of Internal Friction UDS Very dense light brown Silty Sand (SM) SPT (33.0m) UDS12 SPT17 UDS , o (DST) SPT N.P. N.P SPT (40.00m)

80 GLOBAL GLOBAL Sample type DS1 SPT1 UDS1 SPT2 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Gravel % Sand % Silt % Clay % 12.00m Atterberg Limits Liquid % Plastic % BH.No. 6 WATER TABLE : Plasticity Index % TERMINATION DEPTH (M) TABLE NO. 6 Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm Medium dense light brown Sandy Silt, low plastic (CL) (1.5m) 1.50 Medium dense light brown Silty Sand (SM) , o 2.55 (DST) (3.0m) 3.00 Medium dense light brown Sandy Silt, low plastic (CL) DST:Drained Direct Shear Test Specific Gravity Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % Triaxial Test Angle of Internal Friction SPT UDS SPT4 SPT UDS ,2, o 8.55 (UUT) SPT (10.5m) UUT : Unconsolidated Undrained Triaxial Shear Test Dense light grey Fine Sand (SP-SM) SPT

81 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Dense to Very dense light grey Fine Sand (SP-SM) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 6 WATER TABLE : 12.00m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 6a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT8 SPT9 UDS Dense, 11.0m to 15.0m , o (DST) Very dense, 15.0m to 40.0m N.P. N.P DST:Drained Direct Shear Test SPT N.P. : Non Plastic 0.5, o UDS (DST) SPT UDS SPT UDS N.P. N.P SPT , o UDS (DST)

82 BH.No. 6 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.00m Grain Size Analysis Atterberg Limits Sample type Depth (m) N-Value SPT SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 6b Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction UDS N.P. N.P SPT N.P. : Non Plastic 0.5, o UDS (DST) SPT DST:Drained Direct Shear Test UDS SPT UDS SPT N.P. N.P SPT (40.00m)

83 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 7 WATER TABLE : 12.50m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 7 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT UDS1 SPT ,2, o 2.55 (UUT) 3.00 UUT : Unconsolidated Undrained Triaxial Shear Test SPT3 UDS2 SPT SPT5 UDS ,2, o 8.55 (UUT) 9.00 SPT (10.5m) Medium dense light grey Fine Sand (SP-SM) SPT

84 GLOBAL GLOBAL Sample type UDS4 SPT8 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 7 WATER TABLE : 12.50m Atterberg Limits Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm Dense to Very dense light grey Fine Sand (SP-SM) N.P. N.P , o N.P. : Non Plastic 1.50 (DST) Dense, 11.0m to 18.0m DST:Drained Direct Shear Test Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 7a Triaxial Test Angle of Internal Friction SPT9 UDS SPT UDS Very dense, 18.0m to 36.0m N.P. N.P SPT , o UDS (DST) SPT UDS8 SPT13 UDS N.P. N.P

85 BH.No. 7 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.50m Grain Size Analysis Atterberg Limits Sample type SPT UDS10 Depth (m) N-Value Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) DST:Drained Direct Shear Test SPT SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 7b Triaxial Test Angle of Internal Friction UDS N.P. N.P SPT N.P. : Non Plastic 0.5, o UDS (DST) (36.0m) Very dense light brown Silty Sand (SM) SPT UDS SPT N.P. N.P SPT (40.00m)

86 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % 12.60m Atterberg Limits Liquid % WATER TABLE : Plastic % BH.No. 8 Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 8 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS SPT SPT UDS2 SPT ,2, o 5.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test SPT UDS ,2, o 8.55 (UUT) 9.00 SPT Dense light grey Fine Sand (SP-SM) SPT (10.5m)

87 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Dense to Very dense light grey Fine Sand (SP-SM) N.P. N.P N.P. : Non Plastic Gravel % Sand % Silt % Clay % 12.60m Atterberg Limits Liquid % Plastic % BH.No. 8 WATER TABLE : Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 8a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT8 SPT9 UDS Dense, 10.5m to 21.0m , o (DST) DST:Drained Direct Shear Test SPT UDS N.P. N.P SPT11 UDS , o (DST) SPT12 UDS Very dense, 21.0m to 33.0m N.P. N.P SPT UDS

88 BH.No. 8 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.60m Grain Size Analysis Atterberg Limits Sample type Depth (m) N-Value SPT UDS10 SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) DST:Drained Direct Shear Test N.P. N.P SPT N.P. : Non Plastic Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 8b Triaxial Test Angle of Internal Friction UDS Very dense light brown Silty Sand (SM) SPT (33.0m) N.P. N.P UDS (36.0m) Very dense light grey Fine Sand (SP-SM) SPT , o UDS (DST) SPT SPT (40.00m)

89 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis 0.00 Medium dense to Dense light brown Sandy Silt, low plastic (CL) Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 9 WATER TABLE : 12.40m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 9 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS Medium dense, 0.0m to 9.0m SPT2 SPT UDS2 SPT ,2, o 5.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test SPT UDS ,2, o 8.55 (UUT) 9.00 Dense, 9.0m to 10.5m SPT (10.5m) Dense light grey Fine Sand (SP-SM) SPT

90 GLOBAL GLOBAL Sample type UDS4 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Dense to Very dense light grey Fine Sand (SP-SM) Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 9 WATER TABLE : 12.40m Atterberg Limits Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 9a Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT8 SPT9 UDS Dense, 10.5m to 15.0m , o (DST) Very dense, 15.0m to 30.0m DST:Drained Direct Shear Test SPT UDS N.P. N.P N.P. : Non Plastic SPT UDS SPT12 UDS , o (DST) SPT13 UDS N.P. N.P

91 BH.No. 9 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.40m Grain Size Analysis Atterberg Limits Sample type SPT UDS10 Depth (m) N-Value SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) (30.0m) Very dense light brown Silty Sand (SM) N.P. N.P SPT N.P. : Non Plastic Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 9b Triaxial Test DST:Drained Direct Shear Test Angle of Internal Friction UDS (33.0m) Very dense light brown Sandy Silt, low plastic SPT (CL) ,2, o UDS (UUT) (36.0m) Very dense light grey Fine Sand (SP-SM) N.P. N.P SPT UUT : Unconsolidated Undrained Triaxial Shear Test UDS SPT SPT (40.00m)

92 GLOBAL GLOBAL Sample type DS1 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Medium dense to Dense light brown Sandy Silt, low plastic (CL) Grain Size Analysis Gravel % Sand % Silt % Clay % 12.00m Atterberg Limits Liquid % Plastic % BH.No. 10 WATER TABLE : Plasticity Index % Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 10 Triaxial Test Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 Angle of Internal Friction SPT1 UDS1 SPT Medium dense, 0.0m to 7.5m ,2, o 2.55 (UUT) UUT : Unconsolidated Undrained Triaxial Shear Test SPT UDS SPT SPT Dense, 7.5m to 9.0m ,2, o UDS (UUT) (9.0m) 9.00 Dense light brown Silty Sand (SP-SM) N.P. N.P SPT N.P. : Non Plastic (10.5m) Dense light grey Fine Sand (SP-SM) SPT

93 GLOBAL GLOBAL Sample type UDS4 SPT8 Depth (m) N-Value Project : Proposed Group Housing Project at GH02A, Sector- 10, Greater Noida. SOIL DESCRIPTION Grain Size Analysis Gravel % Sand % Silt % Clay % Liquid % Plastic % BH.No. 10 WATER TABLE : 12.00m Atterberg Limits Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm Dense to Very dense light grey Fine Sand (SP-SM) , o Dense, 10.5m to 13.5m (DST) DST:Drained Direct Shear Test Specific Gravity TERMINATION DEPTH (M) Natural Density gms/cm m Dry Density gms/cm 3 Moisture Content % TABLE NO. 10a Triaxial Test Angle of Internal Friction SPT9 UDS Very dense, 13.5m to 40.0m N.P. N.P N.P. : Non Plastic SPT UDS SPT11 UDS , o (DST) SPT12 UDS N.P. N.P SPT UDS

94 BH.No. 10 TERMINATION Project : Proposed Group Housing Project at GH02A, Sector- DEPTH (M) GLOBAL 10, Greater Noida. WATER TABLE : 40.0m GLOBAL 12.00m Grain Size Analysis Atterberg Limits Sample type SPT UDS10 Depth (m) N-Value SOIL DESCRIPTION Very dense light grey Fine Sand (SP-SM) Gravel % Sand % Silt % Clay % Liquid % Plastic % Plasticity Index % Confining Pressure Kg/cm 2 Cohesion Intercept Kg/cm 2 0.5, o (DST) DST:Drained Direct Shear Test N.P. N.P SPT N.P. : Non Plastic Specific Gravity Natural Density gms/cm 3 Dry Density gms/cm 3 Moisture Content % TABLE NO. 10b Triaxial Test Angle of Internal Friction UDS SPT , o UDS (DST) SPT UDS SPT N.P. N.P SPT (40.00m)

95 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig.11 0 BH-1 N-Value BH-2 N-Value BH-3 N-Value BH-4 N-Value BH-5 N-Value m 4.5m m m m m m D E P T H, m m 10.5m 12.0m m m m m m 12.20m m 12.30m m m m m 40.00m 40.00m 40.00m m SUMMARY OF BOREHOLE PROFILE SYMBOL LEGEND DESCRIPTION Silty sand Sandy silt Fine sand Water table PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

96 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig BH-6 N-Value BH-7 N-Value BH-8 N-Value BH-9 N-Value BH-10 N-Value 2 1.5m m D E P T H, m m m m m m m m 12.40m m 10.5m 12.00m m m m m m m m m 40.00m 40.00m 40.00m m SUMMARY OF BOREHOLE PROFILE SYMBOL LEGEND DESCRIPTION Silty sand Sandy silt Fine sand Water table PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

97 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 13 STANDARD PENETRATION TEST C O R R E C T E D " N " V A L U E D E P T H, m L E G E N D Symbol Δ BH.No. BH-1 BH-2 BH-3 BH-4 PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

98 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 14 STANDARD PENETRATION TEST C O R R E C T E D " N " V A L U E D E P T H, m L E G E N D Symbol Δ BH.No. BH-5 BH-6 BH-7 PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

99 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 15 STANDARD PENETRATION TEST C O R R E C T E D " N " V A L U E D E P T H, m L E G E N D Symbol Δ BH.No. BH-8 BH-9 BH-10 PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

100 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 16 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 1/1.50 Sandy silt (CL) /5.25 Sandy silt (CL) /9.00 Sandy silt (CL) /15.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

101 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 17 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 1/21.00 Fine sand (SP-SM) /29.25 Fine sand (SP-SM) /39.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

102 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 18 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 2/0.00 Sandy silt (CL) /3.00 Silty sand (SM) /6.00 Sandy silt (CL) /11.25 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

103 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 19 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 2/18.00 Fine sand (SP-SM) /26.25 Fine sand (SP-SM) /36.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

104 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 20 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 3/2.25 Sandy silt (CL) /6.00 Sandy silt (CL) /11.25 Fine sand (SP-SM) /15.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

105 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 21 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 3/24.00 Fine sand (SP-SM) /33.00 Fine sand (SP-SM) /40.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

106 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 22 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 4/1.50 Sandy silt (CL) /5.25 Sandy silt (CL) /8.25 Sandy silt (CL) /15.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

107 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 23 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 4/21.00 Fine sand (SP-SM) /29.25 Fine sand (SP-SM) /36.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

108 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 24 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 5/2.25 Sandy silt (CL) /6.00 Sandy silt (CL) /9.00 Sandy silt (CL) /17.25 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

109 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 25 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 5/24.00 Fine sand (SP-SM) /30.00 Fine sand (SP-SM) /39.00 Silty sand (SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

110 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 26 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 6/0.00 Sandy silt (CL) /5.25 Sandy silt (CL) /9.00 Sandy silt (CL) /15.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

111 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 27 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 6/23.25 Fine sand (SP-SM) /30.00 Fine sand (SP-SM) /40.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

112 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 28 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 7/2.25 Sandy silt (CL) /7.50 Sandy silt (CL) /11.25 Fine sand (SP-SM) /18.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

113 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 29 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 7/24.00 Fine sand (SP-SM) /33.00 Fine sand (SP-SM) /40.00 Silty sand (SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

114 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 30 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 8/1.50 Sandy silt (CL) /5.25 Sandy silt (CL) /11.25 Fine sand (SP-SM) /17.25 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

115 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 31 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 8/21.00 Fine sand (SP-SM) /30.00 Fine sand (SP-SM) /35.25 Silty sand (SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

116 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 32 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 9/0.00 Sandy silt (CL) /5.25 Sandy silt (CL) /9.00 Sandy silt (CL) /17.25 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

117 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 33 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 9/24.00 Fine sand (SP-SM) /30.00 Silty sand (SM) /36.00 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

118 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 33 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 10/1.50 Sandy silt (CL) /5.25 Sandy silt (CL) /9.00 Silty sand (SM) /14.25 Fine sand (SP-SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

119 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 35 CLAY S I L T FINE S A N D MEDIUM COARSE GRAVEL PERCENT FINER BY WEIGHT P A R T I C L E S I Z E, m m SYMBOL BH.NO / DEPTH. DESCRIPTION GRAVEL SAND SILT CLAY % % % % 10/21.00 Fine sand (SP-SM) /30.00 Fine sand (SP-SM) /39.00 Silty sand (SM) GRAIN SIZE ANALYSIS PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

120 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 36 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 1 Depth : 2.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

121 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 37 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 1 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

122 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 38 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 1 Dry Density "c" Value "0" Value Depth : 11.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

123 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 39 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 1 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

124 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 40 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 1 Dry Density "c" Value "0" Value Depth : 26.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

125 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 41 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 1 Dry Density "c" Value "0" Value Depth : 35.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

126 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 42 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 2 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

127 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 43 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 2 Dry Density "c" Value "0" Value Depth : 8.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

128 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 44 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 2 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

129 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 45 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 2 Dry Density "c" Value "0" Value Depth : 23.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

130 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 46 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 2 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

131 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 47 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 2 Dry Density "c" Value "0" Value Depth : 38.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

132 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 48 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 3 Depth : 2.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

133 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 49 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 3 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

134 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 50 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 3 Dry Density "c" Value "0" Value Depth : 11.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

135 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 51 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 3 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

136 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 52 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 3 Dry Density "c" Value "0" Value Depth : 26.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

137 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 53 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 3 Dry Density "c" Value "0" Value Depth : 35.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

138 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 54 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 4 Depth : 2.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

139 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 55 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 4 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

140 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 56 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 4 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

141 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 57 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 4 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

142 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 58 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 4 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

143 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 59 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 4 Dry Density "c" Value "0" Value Depth : 38.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

144 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 60 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 5 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

145 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 61 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 5 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

146 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 62 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 5 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

147 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 63 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 5 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

148 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 64 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 5 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

149 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 65 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 5 Dry Density "c" Value "0" Value Depth : 38.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

150 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 66 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 6 Dry Density "c" Value "0" Value Depth : 2.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

151 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 67 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 6 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

152 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 68 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 6 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

153 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 69 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 6 Dry Density "c" Value "0" Value Depth : 17.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

154 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 70 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 6 Dry Density "c" Value "0" Value Depth : 26.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

155 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 71 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 6 Dry Density "c" Value "0" Value Depth : 32.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

156 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 72 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 7 Depth : 2.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

157 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 73 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 7 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

158 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 74 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 7 Dry Density "c" Value "0" Value Depth : 11.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

159 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 75 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 7 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

160 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 76 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 7 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

161 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 77 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 7 Dry Density "c" Value "0" Value Depth : 35.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

162 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 78 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 8 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

163 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 79 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 8 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

164 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 80 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 8 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

165 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 81 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 8 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

166 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 82 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 8 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

167 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 83 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 8 Dry Density "c" Value "0" Value Depth : 38.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

168 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 84 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 9 Depth : 5.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

169 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 85 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 9 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

170 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 86 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 9 Dry Density "c" Value "0" Value Depth : 14.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

171 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 87 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 9 Dry Density "c" Value "0" Value Depth : 23.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

172 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 88 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 9 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

173 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 89 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 9 Depth : 35.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

174 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 90 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 10 Depth : 2.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

175 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 91 UNCONSOLIDATED UNDRAINED TRIAXIAL TEST Borehole No : 10 Depth : 8.25m BULK DENSITY DRY DENSITY MOISTURE CONTENT "c" Value "o" Value gm/cc gm/cc % kg/cm 2 DEGREE S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

176 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 92 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 10 Dry Density "c" Value "0" Value Depth : 11.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

177 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 93 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 10 Dry Density "c" Value "0" Value Depth : 20.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

178 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 94 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 10 Dry Density "c" Value "0" Value Depth : 29.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

179 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 95 D R A I N E D D I R E C T S H E A R T E S T Borehole No : 10 Dry Density "c" Value "0" Value Depth : 35.25m gm/cc kg/cm 2 DEGREE Type of Test : Drained Direct Shear Test 2.5 S H E A R S T R E S S ( kg/cm 2 ) N O R M A L S T R E S S ( kg/cm 2 ) PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

180 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 96 DYNAMIC CONE PENETRATION TEST NO. OF BLOWS PER 30cm PENETRATION D E P T H, m L E G E N D Symbol DCPT No

181 UV GLOBAL GEO SOLUTIONS PVT. LTD. GEOTECHNICAL CONSULTANTS Fig. 97 CHEMICAL TEST RESULTS SOIL Sulphate Borehole Depth, Chloride ph Content,% No. (m) Content,% Value (SO 3 ) WATER Borehole No Sulphate Content mg/l (SO 3 ) Chloride Content, mg/l ph Value PROPOSED GORUP HOUSING PROJECT AT GH02A, SECTOR-10, GREATER NOIDA

182 Other's Property HALL X x x0.99 STEAM 2.00x x x0.98 SHAFT MALE SPA 1.62x0.99 CH.RM 1.62x0.99 STEAM 2.00x3.25 CH.RM 1.62x x0.99 LADIES TOI. GENTS TOI. LIFT UP FEMALE SPA AREA UP L O C K E R S L O C K E R S W.C. S.H S.H S.H S.H W.C. 98 Other's Property T-5 T-6 T T Landscaped Podium T-3 T-8 T Community Building ENTRANCE / RECEPTION HALL x X X 2525 HALL X16910 LOBBY 4000 X 6780 LOUNGE POOL DECK SWIMMING POOL T Green Belt T Commercial T T Setback Line Plot Line 24.0 M Wide Road

183 ANNEXURE XVI

184 --ff G-.. Analyzing Jbr an Assured Fulure I\OIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Water Sample w-t9t2t7-0ll 23fl Name of Project: Group Housing Project "Happy Trails" NameofProponent: lws Shridhara Infratech Pvtltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.P. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Drawn On Sampie Quantity Sample Location Analysis Duration Sample Description Required Test Standard NTL 19lt2l20t7 2.0lit Kairpur Gurjar 19 I l2l20l7 T o 23 / 12/2017 Ground Water IS i2012 MICROBIOLOGICAL REQUIREMENT RESULT S.No. Parameter Test Method Results Requirements as per IS-10500: Escherichia coli rs-t622 Absent Absent/100ml 2. Coliform Bacteria rs- 622 Absent Absent/l00ml ORGANOLEPTIC & PHYSICAL PARAMETERS S.NO. Parameter Test Method Result Unit Requirement (Acceptable Limit) Permissible Limit in absencr of alternate source 1 Colour rs-302s(p-04) <1.00 Hazen 5 15 Unit 2. Odour rs-3025(p-05) Agreeable Asreeable Agreeable Taste rs-302s(p-07 & Agreeable Agreeable 08) 4. Turbiditv rs-3025(p-r0) <1.00 NTU I 5 5. ph value rs-302s(p-l 1) Total dissolve solid ( TDS) rs-302s(p-16) ms/l s GnxBnal, PARAMETERS CoNCERNING SUBSTANCES UNDESIRABLE IN EXCESSIVE AMOUNTS s.no. Parameter Test method Result Unit Requirement Permissible (Acceptable Limit) Limit in absence of alternate source I Aluminum (as A1) IS: 3025 (P- 55) <0.01 ms/l Total Ammonia IS: 3025 (P- 34) <0.10 mc/l 0.5 No Relaxation 3. Anionic Detergents Annex K ofis- <0.10 me/l 0.2 l.c (as MBAS) Barium (as Ba) IS: <0.10 me/l 0.7 No Relaxation 5. Boron (as B) IS: 3025 (P- 57) <0.10 ms/l Calcium (as Ca) S: 3025 (P- 40) me/l 75 2C1 7. Chloramines (as Clz) S: 3025 (P-26) <1.00 me/l 4.0 No Relaxation 8. Chloride (as Cl) S: 3025 (P- 32) me/l 250 1i Copper (as Cu) IS : 3025 (P-42) <0.05 ms./l Fluoride (as F) IS: 3025 (P-60) 0.68 mdl Labaratory : GT-ZA, Sector-l17, Naida, Ga'utam tsudh Nagar - 2U3A1 E. : noida.! abaratory@gmail. com, info@noidal abs. com W" : www. noid alabs. com

185 z, lnalyzing Jbr an Assured F ulure hioida TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. 11 Free Residual Chlorine IS: 3025 (P-26) BDL mdl To be applicable only when water is chlorinated. Tested at consumer end. When protection against viral infection is required, it should be minimum 0.5 me/i. 2. Iron (as Fe) IS:3025(P-53) 0.17 ms./l 0.3 No Relaxation Magnesium (as Ms) IS:3025 (P-46) mc/l Manganese (as Mn) IS:3025 (P-59) <0.10 ms/l Mineral Oil Clause 6 of IS: <0.50 rnc/l 0.5 No Relaxation 302s 16. Nitrate (as NO.) IS: 3025 (P- 34) 8.76 mg/l 45 No Relaxation 17. Selenium (as Se) IS: 3025 (P- 56) <0.01 me/l 0.01 No Relaxation 18. Silver (as Ag) Annex J IS: <0.05 mg/l 0.1 No Relaxation Sulphate (as SOa) IS: 3025 (P-24\ ms,/l Sulphide(as I{2S) rs-302s (P-29) <0.05 ms,/l 0.05 No Relaxation 2t Alkalinity ( as Ca IS: 3025 (P- 23) 2s8 mgl CO:) 22. Total Hardness (as CaCOr) IS: 3025 (P- 2r) 226 mc/l Zinc (as Zn) IS: 3025 (P- 49) 0.28 me/l Phenolic Compound IS: 3025 (P- 43) as (ColIsOtI) BDL mc/l Parameters rs CL0ncerntng Toxic I o Substances: S.NO. Parameter Test method Result Unit Requirement (Acceptable Limit) Permissible Limit in absence of alternate source I Cadmium (as Cd) rs-302s(p-41 <0.001 mc/l No Relaxation 2. Cyanide (as CN) rs-302s(p-27) <0.01 mc/l 0.0s No Relaxation 3. Lead ( as Pb) rs-3025(p-47) <0.01 mdl 0.01 No Relaxation 4. Mercury (as Hs) rs-3025(p-48) <0.001 mc/l No Relaxation 5. Molybdenum (Mo) rs-3025(p-2) <0.05 mc/l 0.07 No Relaxation 6. Nickel (as Ni) rs-302s(p-s4) <0.01 mg/l 0.02 No Relaxation 7. Poly nuclear Aromatic APIIA 6440 < mgl No Relaxation Hydro Carbons 8 Poly chlorinated biphenyl TEST CERTIFICATE APHA 6630 < mdl No Relaxation 9. Tot4 Arsenic (as As) rs-302s(p-37) <0.01 mc/l Total Chromium (as rs-3025(p-52) <0.05 me/l 0.0s No Relaxation cr) BDL: Below Detection limit. Notes: 1. The results given above are related to the tested sample, as received & mentioned parameters. The customer asked forjbe4gve1ests only. 2. Responsibility of the Laboratory is limited to the invoiced amount only.,4l.{:i?t; )\ 3. This test report wilt not be generated again, either wholly or in part, without prior written permission of the la#6f.li--'.:.?..n,, 4.Thistestreportwillnotbeusedforanypublicityilegalpurpose. iitr,',. ) t.,i: \t 5 rhe test samples will[ffi-, ollafter t1o weeks lrom the date of issue of test report, untess rn,ir 'n"{qiftt'r_,;=f. I}ri_ checked ByI/ \t9!9, durhorried argna'rahy \- '\l-, Y --=- :/ ' Laboratory : GT-20, Sector-l17, Noida, Gautam Budh Nagar E. : noida.labaratory@gmail.com, info@noidalabs.com W.: www. noidalabs.com

186 lnalyzittg for an Assured Future NOIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. ffi , , , , , TEST CERTIFICATE Test Report of Report Code Date of Issue Water Sample w-19t n2t2017 Name of Project: Group Housing Project,.Happy Trails,, Nameof Proponent: I\{/s Shridhara Infratech PvtLtd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Drawn On Sample Quantity Sample Location Analysis Duration Sample Description Required Test Standard NTL 19/t2/ lit Khodna Kalan 19 I l2l20l7 T o 23 / 12/2017 Ground Water IS 10500:2012 MICROBIOLOGICAL REQUIREMENT RESULT S.No. Parameter Test Method Results Requiremcnts as per IS-10500:2012 I Escherichiq coli rs-l622 Absent Absent/l00ml ) Coliform Bacteria rs- 622 Absent AbsenUl00ml ORGANOLEPTIC & PHYSICAL PARAMETERS S.NO. Parameter Test Method Result Unit Requirement (Acceptable Limit) Permissible Limit in absen of alternate source I Colour rs-302s(p-04) <1.00 Hazen 5 15 ) Odour rs-3025(p-0s) Unit Agreeable Agreeable Agreeable J. Taste IS-302s(P-07 & Agreeable Agreeable 08) 4. Turbidity IS-3025(P-10) <1.00 NTU I 5 5. ph value rs-302s(p-1 l) Total dissolve solid ( TDS) rs-302s(p-16) I G ENE+AL PARAMETERS C S 9NCERNING UBSTANCES UNDESIRABLEM S.NO. Parameter Test method Result Unit Requirement Permissible (Acceptable Limit) Limit in absence of alternate source 1 Aluminum (as Al) IS: 3025 (P- 55) <0.01 ms/l Total Ammonia IS: 3025 (P- 34) <0.10 mc/l 0.5 No Relaxation Anionic Detergents Annex K cfis- <0.10 mgl (as MBAS) Barium (as Ba) IS: <0.10 mc/l 0.7 No Relaxation 5. Boron (as B) IS: 3025 (P- 57) <0.10 ms/l Calcium (as Ca) IS: 3025 (P- 40) ms/l Chloramines (as Clr) IS:3025 G-26\ <1.00 mill 4.0 No Relaxation 8. Chloride (as Cl) IS: 3025 G- 32) me/l Copper (as Cu) IS :3025 (P-42) <0.05 ms/l 0.0s Fluoride (as F) IS: 3025 (P-60) 0.68 ms/l Laboratory : GT-20, Sector- 17, Noida, Gautam Budh Nagar E. : noida.laboratory@gmaif.cott, info@noidalabs.corn W.: wwtlt. noidalabs.com

187 NOIDA TESTII\G LABORATORIES (An ISO : 9001 : 2008, :2004 & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. ffi +qt-q: n6r$42,851008i921, r45, s72, , TEST CERTIFICATE l1 Free Residual To be applicable only when water is Chlorine IS:3025 (P-26) BDL mc/l chlorinated. Tested at consumer end. Wher protection against viral infection is required, it should be minimum 0.5 mell. 2. hon (as Fe) IS:3025G-53) 0.19 me/l 0.3 No Relaxation 3. Magnesium (as Mg) IS: 3025 (P-46) me/l Manganese (as Mn) IS: 3025 (P-59) <0.10 mcjl Mineral Oil Clause 6 of IS: <0.50 me/l 0.5 No Relaxation 302s 16. Nitrate (as NO.) IS: 3025 (P- 34) 9.32 mg/l 45 No Relaxation t7. Selenium (as Se) IS: 3025 G- 56) <0.01 ms,/l 0.01 No Relaxation 18. Silver (as Ag) Annex J IS: <0.05 mc/l 0.1 No Relaxation Sulphate (as SOa) s9.36 mill Sulphide(as HrS) rs-302s rp-29) <0.05 me/l 0.05 No Relaxation 21. Alkalinity ( as Ca IS: 3025 (P-23) 258 mdl co.) 22. Total Hardness (as IS: 3025 (P- 2l) 2s9 mgl CaCO:) 23. Zinc (as Zn\ IS: 3025 (P- 49) 0.28 mdl 5.0 l5 24. Phenolic Compound IS: 3025 (P- 43) BDL mdl as (CoHsOH) Parameters Concern ng T, l0xtc Substances: S.NO. Parameter Test method Result Unit Requirement (Acceptable Limit) Permissible Limit in absence of alternate source I Cadmium (as Cd) rs-302s(p-41 <0.001 ms/l No Relaxation 2. Cyanide (as CN) rs-302s(p-27) <0.01 mc/l 0.05 No Relaxation 3. Lead ( as Pb) rs-302s(p-47) <0.01 mg/l 0.01 No Relaxation 4. Mercury (as He) IS-302s(P-48) <0.001 mdl No Relaxation 5. Molybdenum (Mo) rs-3025(p-2) <0.05 ms/l 0.07 No Relaxatiorr 6. Nickel (as Ni) rs-3025(p-54) <0.01 mgl 0.02 No Relaxation 7. Poly nuclear Aromatic APHA 6440 < me/l No Relaxation Hydro Carbons 8 Poly chlorinated biphenyl APHA 6630 < mgl No Rela..ation 9. Total Arsenic (as As) rs-3025(p-37) <0.01 msjl Total Chromium (as rs-3025(p-s2) <0.05 mc/l 0.05 No Relaxaiion cr) BDL: Below Detection limit. Notes: 1. The results given above are related to the tested sample, as received & mentioned parameters. The customer askc I for 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated again, either wholly or in part, without prior written permission of the 4. This test report will not be used for any publicity/legal purpose. 5 The test sarnples will bg disposed offafter two weeks from the date of issue oftest report, unless until sp CHECKED -S1\o BY \----- \ L^* \- ' AUTH only,'+l Laboratory : GT-20, Sector-l17, Noida, Gautam Budlt Nagar - 2A1301 E. : noida.labaratory@gmail.carn, info@noidalabs"corl W.: www. noidalabs.com

188 & lnalt:ing /or on.lssured Fulure NOIDA TESTING LABORATORIES (AnISO:9001 :2008, t2004&ohsas:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Water Sample w-t9t2t t12t2017 Name of Project: Group Housing Project.,Happy Trails', Name of Proponent : l\{/s Shridhara Infratech Pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.P. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Drawn On Sample Quantity Sample Location Analysis Duration Sample Description Required Test Standard NTL t7 2.0lit Milk Lacchi 19 I L7 T o 23 I 12/2017 Ground Water IS MICROBIOLOGICAL REQIIIREMENT RESULT S.No. Parameter Test Method Results Requirements as per IS-10500:2012 I Escherichia coli rs-t622 Absent Absent/l00ml 2. Coliform Bacteria rs- 622 Absent ORGANOLEPTIC & PHYSICAL PARAMETERS Absent/l00ml S.NO. Parameter Test Method Result Unit Requirement (Acceptable Limit) Permissible Limit in absencr of alternate source I Colour rs-3025(p-04) <1.00 Hazen 5 l5 Unit 2. Odour rs-302s(p-05) Agreeable Agreeable Agreeable J. Taste rs-3025(p-07 & Agreeable Agreeable 08) 4. Turbidity rs-302s(p-10) <1.00 NTU I 5 5. ph value rs-302s(p-1 1) s 6. Total dissolve solid ( TDS) rs-302s(p-16) ms/l GENERAL PARAMETERS CONCERNING SUBSTANCES UNDESIRABLE II{ EXCESSIVE AMOT]NTS S.NO. Parameter Test method Result Unit Requirement Permissible (Acceptable Limit) Limit in absence of alternate source 1 Aluminum (as Al) IS: 3025 (P- 55) <0.01 msll Total Ammonia IS: 3025 (P- 34) <0.10 msjl 0.5 No Relaxation J. Anionic Detergents Annex K ofis- <0.10 mgl (as MBAS) Barium (as Ba) IS: <0.10 mgll 0.7 No Relaxation 5. Boron (as B) IS: 3025 (P- 57) <0.10," Calcium (as Ca) IS: 3025 (P- 40) me/l Chloramines (as Cl,) IS: 3025 (P- 26) <1.00 me/l 4.0 No Relaxation 8. Chloride (as Cl) IS: 3025 Q- 32\ mdl Copper (as Cu) IS : ) <0.05 mc/l 0.0s Fluoride (as F) IS: 3025 G-60) 0.73 ms./l Laboratory : GT-ZA, Sector-117, Noida, Gautam Budh Nagar - 2U341 E. : noida.laboratory@gmail.com, info@noidalabs.com W.: www. noidalabs.com

189 Analyzing Jitr an -lssured NOIDA TESTING LABORATORIES (An ISO : 9001 : 2008, : 2004 & OHSAS : Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. Futurc EN +qt-q:ln , , t45, B5z7}7o57z, , TEST CERTIFICATE Free Residual To be applicable only when water is Chlorine IS: 302s (P-26) BDL mgl chlorinated. Tested at consumer end. When protection against viral infection is required, it should be minimum 0.5 mell. 2. Iron (as Fe) IS: 3025(P-53) 0.15 ms./l 0.3 No Relaxation 3. Masnesium (as Me) IS: 3025 G-46) ms/l Manganese (as Mn) IS: <0.10 mc/l Mineral Oil Clause 6 of IS: <0.50 rngl 0.5 No Relaxation 302s 16. Nitrate (as NOr) IS: 3025 (P- 34) 7.95 n.e/l 45 No Relaxation 17. Selenium (as Se) IS: 3025 (P- 56) <0.01 mill 0.01 No Relaxation 18. Silver (as Ag) Annex J IS: <0.05 mc/l 0.1 No Relaxation Sulphate (as SO+) IS: 3025 (P- 24), mill Sulphide(as HrS) rs-302s (P-29) <0.05 mc/l 0.05 No Relaxation 21. Alkalinity ( as Ca IS: 3025 (P- 23) 218 mc/l CO:) 22. Total Hardness (as IS: 3025 (P- 2l) 212 mgl CaCO.) 23. Zinc /aszn\ IS: 3025 G- 49) 0.30 mp,/l Phenolic Compound IS: 3025 (P- 43) BDL mc/l as (C"H.OH) Parameters C0trcernrng rnr Tloxic Substances: s.no. Parameter Test method Result Unit Requirement Permissible Limit (Acceptable in absence of Limit) alternate source 1 Cadmium (as Cd) rs-302s(p-41) <0.001 mgl No Relaxation,, Cyanide (as CN) rs-302sg-27) <0.01 mill 0.05 No Reloiation 3. Lead ( as Pb) rs-302s(p-47) <0.01 mp/l 0.01 No Relaxation 4. Mercury (as Hs) rs-3025(p-48) <0.001 ms/l No Relaxation 5. Molybdenum (Mo) rs-302s(p-2) <0.05 mdl 0.07 No Relaxation 6. Nickel (as Ni) IS-3025(P-s4) <0.01 mdl 0.02 No Relaxation 7. Poly nuclear Aromatic Hydro Carbons 8 Poly chlorinated biphenyl APHA 6440 < mc/l No Relaxation APHA 6630 < mc/l No Relaxation 9. Total Arsenic (as As) rs-302s(p-37) <0.01 ms,/l s 10. Total Chromium (as rs-302s(p-s2) <0.05 mc/l 0.05 No Relaxation cr) BDL: Below Detection limit. Notes: l. The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated again, either wholly FG or in part, without prior written permission of the 4. This test report will not be used for any publicity/legal purpose. 5.Thetestsampleswitlberdisposedoffaftertwoweeksfromthedateof issueoftestreport,unlessuntil Y4, S * Laboratory : GT-20, Sectar-1l7, Noida, Gautam Budh Nagar E. : noida.laboratary@gmail.com, info@noidalabs.cam W.: www. naidalabs.com

190 -r./ Iry Analy;ing for an Assared Future NOIDA TESTII\G LABORATORIES (AnISO:9{01 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIF'ICATE 21. Manganese (as Mn) IS:3025(Part-59) BDL rng/l 22. Total Chromium (as Cr) IS:3025(Part-52) BDL mgl 23. Sodium (as Na) IS:3025(Part-45) me/l 24. Potassium (as K) IS:3025(Part-45) 3.97 mg/l )\ Total Alkalinity (as CaCOg) IS:3025(Part-23) 32L mgn 26. Phosphate (as P) IS:3025(Part-31) mgl 27. Nitrite (as NO2) IS:3025(Part-34) BDL mg/l 28 Total Suspended Solid IS:3025(Part-17) t0.23 mgll 29. Faecal Coliform IS *1Oil100 ml >1600MPN/1 00 ml 30. Total Coliform rs-t ,r19a7100 ml MPN/1OOML BDL- Below detection limit. Notes: l The results given above are related to the tested sample, as received & mentioned Parameters. The customer asked for the above tests only. 2 This test report will not be generated again, either wholly or in part, without prio. *rij.n permission of the laboratory 3. This test report will not be used for any publicity/legal purpose. 4.Thetestsampleswillbedisposedoffaftirtwoweefsfiomthedateof issueoftest by the customer. ch*k*{ilcr* Laboratory: GT-20, Sector-l17, Noida, Gautam Budh Nagar E. : noida.laboratory@gmail.com, info@noidalabs.com W.: www. noidalabs.com I

191 lnolytittg for an Assured Future NOIDA TESTING LABORATORIES (An ISO:9001 :2008, t2004 & 0HSAS:18001 :2007 certified & NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Date of Issue Water Qualitv Ana sw-l n2t2017 Name of Project: Group Housing project.,happy Trails', Name of Proponent: l\us Shridhara Infratech pvtltd. Location of Project : Ptot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. Sample Received On Sample Description Sample Drawn On Sample Collected By Sample Quantity Analysis Duration Sample Location Samnlins & Analvsis Data t9/t2/2017 Surface Water t8/12/20t7 Laboratory NTL) 2.0Litre t9 / t2/2017 TO 23 / t2t2o17 Water Body Near Khodna Khued Reserve Forest RESULTS S.No. Parameter Test Method Results Units I ph IS:3025(Part- l 1) Temperature IS:3025(Part-9) 22.00,C J. Turbidity IS:3025(Part-10) 4.68 NTU 4. IS:3025(Part-14) Sulphate (SO4) IS:3025(Part-24) 1655 ps/cm 6. Nitrate (NO3) IS:3025(Part-34) mg/l 7. Total Hardness(as CaCO3) IS:3025(Part-21) mgl 8. Chloride(as Cl) IS:3025(Part-32) mdl 9. Fluoride (as F) APHA 45OOF 0.29 mg/1 10. COD (as 02) APHA-5220 B me/l 11 Iron (as Fe) IS:3025(Part-53) mg/l 12. Dissolve Oxygen IS-3025(Part-38) 4.62 rngl 13. Total Dissolved Solid IS:3025(Part-16) 346 me/l 14. BOD (3 days atn\ IS:3025 (P-44) 4.45 mg/l 15. Calcium (as Ca) IS:3025(Part-40) me/l 16. Magnesium (as Mg) IS:3025(Part-46) mg/l 17. Arsenic (as As) IS:3025(Part-37) BDL mgl 18. Lead (as Pb) IS:3025(Part-47) BDL mgl 19. Copper (as Cu) an 7;^^ /^^.7^\ IS:3025(Part-42) BDL mgll tttu t E.: mg/l

192 Analyzing for an Assured Fulute NOIDA TESTING LABORATORIES (AnISO:9001 :2008, t2004& OHSAS:18001 :2007Certified & NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFI( 21, Manganese (as Mn) IS:3025(Part-59) BDL mgll 22. Total Chromium (as Cr) IS:3025(Part-52) BDL mgl 23. Sodium (as Na) IS:3025(Part-45) men 24. Potassium (as K) IS:3025(Part-45) 3.99 me/l 25. Total Alkalinity (as CaCO:) IS:3025(Part-23) 1.29 mgl 26. Phosphate (as P) IS:3025(Part-31) 0.1L2 mgl 27. Nitrite (as NO2) IS:3025(Part-34) BDL mgt 28 Total Suspended Solid IS:3025(Part-17) B.B8 me/l 29. Faecal Coliform IS *1Qal100 ml >l600mpn/1 00 ml 30. Total Coliform IS-t *1grl100 ml MPN/1OOML BDL- Below detection limit Notes: 1. The results given above are related to the tested sample, as received & mentioned Parameters. The customer asked for the above tests only 2. This test report will not be generated again, either wholly or in part, without prior written permission of the laboratory. 3. This test report will not be used for any publicity/legal purpose. 4.Thetestsampleswillbedisposedoffaftertwoweeksfromthedateof issueoftest Report,unlessuntilspecifiedbythecustomer. I crrecreot?\?9 Laboratory : GT-20, Sector-117, Noida, Gautam Budh Nagar E. : noida.laboratory@ .cam, info@noidalabs.com W.: vlww. noidalabs.com

193 ,,, Analyzing for an Assured Future NOIDA TESTII\G LABORATORIES (An ISO : 9001 : 2008, :2004 & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Water Qualitv Analysis sw n2t2017 Name of Project: Group Housing project..happy Trails" NameofProponent : lws Shridhara Infratech pvtl,td. Location of Proiect : PIot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B. Nagar, State- U.p. Sample Received On Sample Description Sample Drawn On Sample Collected By Sample Quantity Analysis Duration Sample Location Samnlins & Analvsis Data 19ll2t20t7 Surface Water 18lt2/2017 Laboratory NTL) 2.0 Litre t9 / r2t20t7 TO 23 / t2t20t7 Hindon River Near Atera Village RESULTS 1 ph IS:3025(Part-11) Temperature IS:3025(Part-9) uc a J. Turbidity IS:3025(Part-10) 4.68 NTU 4. IS:3025(Part- I 4) 485 psicm 5. Sulphate (SO4) IS:3025(Part-24) mgll 6. Nitrate (NO3) IS:3025(Part-34) rng/l 7. Total Hardness(as CaCO3) IS:3025(Part-21) rngi 8. Chloride(as Cl) IS:3025(Part-32) mg/l 9. Fluoride (as F) APHA 45OOF 0.29 me/l 10. COD (as 02) APHA-5220 B mg/l 1l Iron (as Fe) IS:3025(Part-53) mg/l 12. Dissolve Oxygen IS-3025(Part-38) 1.01 mg/l 13. Total Dissolved Solid IS:3025(Part-16) 645 me/l 14. BOD (3 days at27oc) IS:3025 (P-44) 4.45 mg/l 15. Calcium (as Ca) IS:3025(Part-40) mgn 16. Magnesium (as Mg) IS:3025(Part-46) 1,0.59 ' mgl 17. Arsenic (as As) IS:3025(Part-37) BDL mgl 18. Lead (as Pb) IS:3025(Part-47) BDL mg/l 19. Copper (as Cu) IS:3025(Part-42) BDL mg/l 20. Zinc (as Zn) IS:3025(Part-49) 3.1,2 mgl Laboratory : GT-20, Sector-l17, Noida, Gautam Budh Nagar E. : noida.laboratory@gmail.com, info@noidalabs.com w.: wwtal. noidalabs.com

194 Anall'ing 76, o, Assured Future I\OIDA TESTII\G LABORATORIES (An ISO : 9001 : 2008, & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE 21. Manganese (as Mn) IS:3025(Part-59) BDL me/l 22. Total Chromium (as Cr) IS:3025(Part-52) BDL mg1 z). Sodium (as Na) IS:3025(Part-45) me/l 24. Potassium (as K) IS:3025(Part-45) 3.97 mgl 25. Total Alkalinity (as CaCOa) IS:3025(Part-23) 126 mga 26. Phosphate (as P) IS:3025(Part-31) mg/l 11 Nitrite (as NO2) IS:3025(Part-34) BDL mgl 28 Total Suspended Solid IS:3025(Part-17) 8.87 mg/l 29. Faecal Coliform rs-t r,103/100 ml >1600MPN/I 00 ml 30. Total Coliform IS ,119:7100 ml MPN/IOOML BDL- Below detection limit. Notes: 1. The results given above are related to the tested sample, as received & mentioned Parameters. The customer asked for the above tests only 2. This test report will not be generated again, either wholly or in part, without prior written Permission of the laboratory. 3. This test report will not be used for any publicityflegal purpose. 4. The test samples will be disposed offafter two weeks from the date of issue of test Report, unless the customer. t o,..r..ffi o w^ ' --'-- Laboratory : GT-20, Sector-117, Noida, Gatutam Budh Nagar E. : noida.laboratory@gmail.com, info@noidalabs.com W.: www. noidalabs.com

195 Anolyzing.for an Assared Future NOIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIF'ICATE Test Report of Report Code Date of Issue Ambient Noise N n2/2017 Name of Project: Group Housing project,.happy Trails,, Name of Proponent : IVI/s Shridhara Infratech pvt Ltd. Location of Project : PIot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) 23/12/20t7 Milk I^acchi 23 I l2l20l7 to 29 I t2/20 t7 Test Parameters La"y Category of Area/Zone (6.0 AM TO 10.0 PM) L*ro, Commercial Area (10.0 PM TO 6.0 AM) Silence Zone Notes:- 1 ' The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above 2. Responsibility tests only, ofthe Laboratory is limited to the invoiced amount only 3' This test report will not be generated again, either whollv oiio purt, ;ithout prior written permission ofthe laboratory. 4. This Gst report will not be used for any publicity/legal purpose. 5 The test samples witl <:1F-x be disposed off a{ier two weeks &om ihe date of issue of test report, unless until,orf4.oi/*.@r',r};.j" CHECKEDE \ \:9 Laboratory : GT-20, sector-l17, Noida, Gautam Budh Nagar - 201s01 E. : naida.laboratory@gmail.cam, info@noidalabs.com w.: www. naidalabs.com

196 ,4nalyzing for an Assured Falure NOIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Noise N-Os l0/10t2017 Name of Project: Group Housing project.,happy Trails,, Name of Proponent: IWs Shridhara Infratech pvtltd. Location of Project : PIot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) 05/t0t20t7 Proiect Site to l0l10/2017 RESULTS S. No Test Parameters Results Units db (A) Leq Lo"y db(a) Category of Area/ Zone I Day l-rme Night Time 1. (6.0 AM TO 10.0 PM) 58.6 Industrial Area Lnieht (10.0 PM To 6.0 AM) 37.9 db(a) Commercial Area Residential Area Silence Zone Notes:- l The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above tests only 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3 This test report will not be generated again, either wholly or in part, without prior written permission ofthe laboratory: r ' This rnrs test resr report repon will wlll not be used for ior any publicity/legal publtcity/legal purpose.,..,1-,....'!'. -. :, i I I - 5 J The r,v test rerl samples J.t.Prcs will wur be u ursposeo disposed off orr afier after two f,wo weeks from trom the date of issue of test report, unless until sp""igffin-c-eirsrp.tr.. rp.oft*yi"-airs.tlrt,.l- C11,rl\tu: _. CHECKED v.!vr\!uur BY \ \_.--- \'-- \"--6 {i(& {i,qe4, \UT$OIIZE Laboratory : GT-20, sector-1l7, Noida, Gautam Budh Nagar E. : noid a. laboratory@gm ail. com, i nfo@noid al abs. com w. : www. naid ala bs. com

197 ,4nulyzing for an Assured Future NOIDA TESTII{G LABORATORIES (AnISO:9001 :2008, :2004 & OHSAS:18001 :2007 Certified & NABLAccredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Renort of Report Code Date of Issue Ambient Noise N tut2t20t7 Name of Project: Group Housing Project "Happy Trails" Name of Proponent : lws Shridhara Infratech Pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.P. SAMPLING & AIIALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) 06112/20t7 Bhola Rawal A6/ to ll I l2l20l7 RESULTS S. No Test Parameters Results Units Requirement (as ner CPCB Guidelines Limits in db (A) Lpo I Lory (6.0 AM TO 10.0 PM) 59.5 db(a) Category of ArealZone Day Time Night Time Industrial Area Lnight (10.0 PM TO 6.0 AM) 37.9 db(a) Commercial Area Residential Area Silence Zone Notes:- 1. The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above tests only 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated again, either wholly or in part, without prior written permission of the laboratory. 4. This test report will not be used for any publicity/legal purpose. 5.Thetestsampleswillbedisposedoffaftertwoweeksfromthedateof issueoftestreport,unlessuntilspec I It t$-r t., L' CHECKED*"\, y's #fr\ by &dey{to+e\,,t& zpd,f! ' :il Laboratory : GT-20, Sector-l17, Noida, Gautam Budh Nagar E. : noida.laboratory@gmail.com, info@noidalabs.com w.: vvww. noidalabs.com l:,.. i:5,,.i ffi li.r: lr:i:::rj :1.'.:t:\1,){:.i::;

198 Analyl,ing.for an Ass ared Fulure NOIDA TESTII{G LABORATORIES (An ISO : 9001 : 2008, z 2004 & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Noise N snLt20t7 Name of Project: Group Housing project,,happy Trails,' Name of Proponent : llus Shridhara Infratech pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) 20/11/2017 Bhanauta 20 I I I /2017 to 25 / I I /2017 RESULTS S. No Test Parameters Results Units db (A) Leq Lary 1. (6.0 AM TO 10.0 PM) s8.4 db(a) Category of ArealZone Day Time Night Time Industrial Area Lotr (10.0 PM TO 6.0 AM 38.9 db(a) Commercial Area Residential Area Silence Zone Notes:- 1 The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above tests only. 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3 This test report will not be generated again, either wholly or in part, without prior written permission of the laboratory. 4. This test report will not be used for any publicity/legal purpose. 5 The test samples will be disposed off after two weeks from the date of issue of test report, unless until -.1 ''*t checked n/ \ \s": '\-' * x.' # Y Laboratory : GT-20, Sector-ll7, Noida, Gautam Budh Nagar E. : noida.laboratory@gmail.com, info@noidalabs.com w.: www. noidalabs.com fln ffi

199 Analyxing for an Assurerl Future NOIDA TESTII\G LABORATORIES (An ISO : 9001 : 2008, & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Noise N-t7tt u1u2017 Name of Project: Group Housing project,.happy Trails,, Name of Proponent : t\{/s Shridhara Infratech pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) 17lty20t7 Tusiyana 17 I I I /2017 to 2l / I I /20t1 Test Parameters La"y (6.0 AM TO 10.0 PM) Category of ArealZone Night Time Lr.o, (10.0 PM TO 6.0 AM) Notes:- l The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above tests only 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3' This test report will not be generated again, "itr,er *rroity * i, p"n, *i tr*, prior written permission of the 4. This test report will not be used for any publicity/legal purpose. 5 The test samples will be disposed off after tu'o weeks from the date of issue of test report, unless u t z-j\ L\11 ow' CHECKED By"/ \' -_--/ \ -:{'{ITHO \- 4_ BY Laboratory : GT:20, sector-ll7, Noida, Gautam Budh Nagar - 201s01 E. : noida.laboratory@gmail.com, info@noidalabs.com w.: www. noidalabs.com

200 Analyzing for an Assured Future NOIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Noise N l/10t2017 Name of Project: Group Housing project,,happy Trails', Name of Proponent : lws Shridhara Infratech pvt Ltd. Location of Project : Plot No' Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Drawn By Sample Received On Sampling Location Analysis Duration Laboratory N.T.L) t7/10/20t7 IQirpur Gurjar 17 / t0l20l7 to 2l I 10/2017 RESULTS S. No Test Parameters Results Units Requirement (as per CPCB Guidelines I,imits in db (A) Leq I La"y (6.0 AM TO 10.0 PM) 60.2 db(a) Category of ArealZone Day Time Night Time lndustrial Area Lnight (10.0 PM TO 6.0 AM) 38.2 db(a) Commercial Area Residential Area Silence Zone Notes:- l The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the above tests only 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3 This test report wi[[ not be generated again, either wholly or in part, without prior written permission of the.oboratory. 4. This test report will not be used for any publicity/legal purpose. 5. The test samples will be disposed off after two weeks from the date of issue of test report -iin', unless until specilied Offiry I CI"r CHECKED nv]-i-\ic*:, \- W Laboratory : GT-20, Sector-l17, Noida, Gautam Budh Nagar A1 E. : noida.laboratory@gmail.com, info@noidalabs.com w.: www. noidalabs.com

201 Analyzirtg.for an Assured Future (AnISO:900L:2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Oualitv Analysis AAQ n2t20t1 Name of Project: Group Housing Project "Happy Trails,' Nameof Proponent: I\Us Shridhara Infratech Pvtltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.P. Sample Drawn By Sampling Location Laboratory Bhanauta : Monitoring Period : Protocol Used Oct to Dec 2017 CPCB Guidelines SamplingPlan&Procedure SOP-AAQ/08 : Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler S. No. Monitoring Date PMz.s PMro NOz Soz CO I s ll J t )) 8 3l " I I I 05 I t I t ll I 7 s t7 3" t ,,. 5 I I ') )\ ll ') s t s t.39 94" s s Min , Max 59.2 tlo Avs L NAAQS, For24 hourly 80 pglm' monitoring (except CO for 60 pg/m3 100 pglm3 80 pglm3 Eieht hour) Notes: 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated again, either wholly or in part, without prior written Permission ofthe 4. This test report will not be used for any publicity/legal purpose. 5.Thetestsampleswi{bedisposedoffaftertwoweeksfromthedateof issueoftestreport,unlessuntil checked 91 1o*' \ '-''- \ specif rng;).<{"1 tests onlv ffi Laboratory : GT-20, Sector-l17, Noida, Gautam Budh Nagar E. : noida.laboratory@gmait.com, infa@noidalabs.com W.: www. naidalabs.com

202 Analyzing Jbr on Assured Fulare NOIDA TESTII\G LABORATORIES (AnISO:9001 :2008, & OHSAS:18001 :2007 Certified & NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. ftf t361r642, , r45, ,750303tt46, TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Qualitv Analysis AAQ s 22n2/2017 Name of Project: Group Housing Project "Happy Trails,, Name of Proponent: 1\{/s Shridhara Infratech Pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. Sample Drawn By Sampling Location Laboratory Bhola Rawal Monitoring Period Protocol Used Oct todec 2017 CPCB Guidelines Sampling Plan &Procedure SOP-AAQ/O8 Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler S. No. Monitoring Date PMz.s PMro NOz SO, CO I l tr.26 J s s s " s l5 I , t I 21 I J I I I ) ll t s s t4 ) t 16. ) 7 s r )) t Min L L0, Max Ave NAAQS, Bor24 hourly 80 pglm monitoring (except CO 60 lrglnr3 100 pglm3 80 pglm3 for Eisht hour) Notes: l. The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the 2. Responsibility of thc Laboratory is limited to the invoiced amount only., 3. This test report will.rot be generated again, either wholly or in part, without prior written Permiss.on of the laboratory.,i 4. This test report will not be used for any publicity/legal purpose. i 5.Thetestsarnpleswillbedisposedoffaftertwoweeksfromthedateof issueoftestreport,unlessuntilspecifiedbythe checked or 91 \L) ut-"' - \ '-/-/ \ Laboratory : GT-20, Sector-117, Noida, Gautam Budh Nagar E. : noida.laboratary@gmail.com, info@naidalabs.cam W.: www. noidalabs.com

203 Analyzing for an Assured Fulure (AnISO:9001 :2008, :20M&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Qualitv Analvsis AAQ-0410t t12/2017 Name of Project: Group Housing Project "Happy Trails,' NameofProponent : IWs Shridhara Infratech pvtltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. Sample Drawn By Sampling Location Laboratory Kairpur Gurjar Monitoring Period Protocol Used Oct to Dec 2017 CPCB Guidelines Sampling Plan &Procedure sop-aaq/08 Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler S. No. Monitoring Date PMz.s PMro NOz SO, CO I t J s6 4 t s5.31 t2 t L I " I L56 I 08. I 7 7t t I l s I 'ta ^r I ll I 2t l5 ) l r n t.2t Min 5L M 0.49 Max l , Avg t"2s NAAQS, For24 hourly 80 pglm' monitoring (except CO for 60 pglm3 100 pglm3 80 pglm3 Eisht hour) l. T$e results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the 2.R.Esponsibility of the Laboratory is limited to the invoiced amount only. 3. This test repor-t will not be generated again, either wholly or in part, without prior written permission of the laboratory.. issue oftest report, unless until specif:.1 by the Laboratory : GT-20, Sector-117, Noida, Gautam Budh Nagar - 2A1301 E. : naida.labaratory@gmail.com, info@noidalabs.cam W.: www. noidalabs.com

204 Analyzine Jitr an Assured!-ulure T{OIDA TESTING LABORATORIES (AnISO:9001 :2008'14001 :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Qualitv Analvsis AAQ fi2t2011 Name of Project: Group Housing project.,happy Trails, NameofProponent: I\Os Shridhara Infratech pvtltd. Location of Project : PIot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. Sample Drawn By Sampling Location Laboratory Tusiyana : Monitoring Period : Protocol Used Oct to Dec 2017 CPCB Guidelines Sampling Plan &Procedure sop-aaq/08 : Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler S. No. Monitoring Date PMz.s PMro Noz Soz CO I t s s5.2t "84 6 l t.t l.t I 08 t.t l0 t.t J 14 t.t7 75.5t t.t aa t.t )q l.t t92.rs t s r t 21.12" z r ) Min L ll Max 88.8s L L7.tt 1.38 Avg t NAAQS, For24 hourly S0 pglm3 monitoring (except CO for 60 pglm3 1C0 pglm3 80 pglm3 Eieht hour) l ' The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for the 2. Responsibility of the Laboratory is limited to the invoiced amount only., 3 This test report will not be generated again, either wholly or in part, without prior written permission olthe laboratory. 4. This test report will not be used for any publicity/legal purpose. 5 Thetestsampleslill bedisposedoflaftertwoweeksfromthedateof issueoftestreport,unlessuntil specifiedbythe Checked uyt I \ \trri r r \ _---' \" Lahoratory : GT-ZA, Sector-l17, Noida, Gautam Budh Nagar

205 Analyz,ittg for an Ass ured Fature NOIDA TESTII\G LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. T CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Qualitv Analysis AAQ ut2t20t7 Name of Project: Group Housing Project..Happy Trails', Name of Proponent : lrvs Shridhara Infratech pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B.Nagar, State- U.p. Sample Drawn By Sampling Location Laboratory Project Site Monitoring Period Protocol Used Oct TO Dec 2017 CPCB Guidelines Sampling Plan &Procedure sop-aaq/o8 Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler S. No. Monitoring Date PMz.s PMro NOz SO, CO I t t7 77 " J s r9t l l t s s I 7 12s l I t I l0 I J l5 I 7 t I I U t.4s l t Min L8.21 L Max 1s L.62 Avs NAAQS, For 24 hourly 80 pglur' monitoring (except CO 60 pglm3 100 pglm3 80 pglm3 for Eight hour) Notes: L The results given above are related to the tested sample, as received & mentioned parameters. The customer asked for thdabove 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated again, either wholly or in part, without prior uritten Permission of the laloratory. 4. This test report will not be used for any publicity/legal purpose. 5. The test sa,nntpduill be disposgd off after trvo weeks from the date of issue of test report, unless unril specified by the checked btrfly} \-- Laboratory : GT-2A, Sectar-117, l\oida, Gautam Budh Nagar - 2A1 E. : noida.labaratary@gmail.caffi, info@naidalabs.com noidalabs.com FR\

206 ,{nalying for an Assured Future NOIDA TESTING LABORATORIES (AnISO:9001 :2008, t2004&ohsas:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Ambient Air Qualitv Analysis AAQ-I fi2t2017 Name of Project: Group Housing Project,.Happy Trails" Name of Proponent : iws Shridhara Infratech pvt Ltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida, Distt- G.B.Nagar, State- U.p. Sample Drawn By Sampling Location Laboratory Milk Lacchi : Monitoring Period : Protocol Used Oct to Dec 2017 CPCB Guidelines SamplingPlan&Procedure SOP-AAQ/O8 S. No. Monitoring Date PMzs : Instrument Used Respirable Dust Sampler, Fine Particulate (PM 2.5) Sampler PMro NOz Soz CO I t " s zt t I 20 I I 7 s I I 7 s ) t s s s s s Min Max Avs NAAQS, For24 hourly monitoring (except 100 pglm3 CO for Eight 60 pglm3 80 pglm3 80 pglm3 hour) Notes: l. The results given above are related to the tested sarnple, as received & mentioned parameters. The customer asked for the 2. Responsibility of the Laboratory is limited to the invoiced amount only. 3. This test report will not be generated agairl either wholly or in part, without prior u,ritten Permission of the laboratory.?- 4. This test report will not be used for any publicity/legal purpose. 5.Thetestsampleswi[bedisposedoffaftertwoweeksfromthedateof issueoftestreport,unlessuntilspecifiedbythe Checked by \o(ry ( Laboratory : GT-20, Sectar-l17, Noida, Gautam Budh Nagar E. : noida.taboratory@gmail.com, info@noidalabs.eam W": www. noidalabs.com \;- il/)e

207 Analyzing.for an Assured I'uture I\OIDA TESTING LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. EF t36t1642, , , ,750303tr46, TEST CERTIFICATE Test Report of Report Code Date of Issue Soil Sample s t1u2017 Name of Project: Group Housing project,.happy Trails,, Name of Proponent: l\{/s Shridhara Infratech pvtl,td. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B. Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Received On Sample Drawn By Sample Description Analysis Duration i st. j No. j1. I i). i*. lj. l---- :4. 1"-- 1s. l.-... ia. z 8. $ -& _*d_ i Parameieii I,pH 9. I SAR Conductiviiy (i;mho;/cm) SoOium 1a's N")*^*-, (mg/ke) '" W water holding ;ap;ai y (r,) ir.*,*. 10. f CEC(meq/100gm)! i ii. *l Nalabdnd;i;hod --* I Calcium (as Ca) (meike) Magnesium (aimi * ; (gs P),(qg s) * I 12. rg,rgunft *rb**--* I (%) \/u,' Sard (r, by.asr) Clay (% by mass) I * i- * *J- ' - ' 13. Porosity t-"**,**.*.j,h-qv i Paril * -"-it 14. ' Permeability (cm/hr) r, --_ t: --:---::""-"": I 15. Bulk Density(kg/cm') - -;- t0nu20t7 Laboratory Soil Sample Collected near Project Site t0l tu20t7 TO 20t It t2017 -* l***-r..;i;.**^"t" J, s-l j..-*,-***--***;:t** _l Test Method : 7.36 i rs:2720(part-26) :t, -,,J, j 38s.00 IS:2720(parr-21) i I ls:zlz0(parf-2-1) I se.8o I srp/soia 1j -? *"*'* *"*"'-"":ry*-^****."*"+* - "* I 3s.00 i STP/SOrL r *-T* STP/Soll..L_,*^* "" ""-"" "._"_-i --**stp/soilf*-*)4r.so STP/SOL STP/SOL STP/SOI * STP/SOI StPi'soti STP/SOIL I 2.22 STP/SOIL t *T- l STP/SOIL 0.51 l STP/SOIL L'-v )1i I' STP/SOIL STP/SOIL -^* *'--* **-+-"'-.-.* I i _li Silt (% by mass) t l i l _'I' '*] I I 1 I --f l :** 1 I 1 I I *i i l i I J, I j i I i I I l 1.J w I ' The results given above are related to '''t:j-iilt}:-' the tested sample, as received & mentioned parameters. The customer askedrdiitib';.ut)"{llri\ 2a z. Responsibility KesponslDurry of or the l,aboratory is limited li,x-ai' - --* = lhe t n lrmited to the invoiced amount only. ll e- I i?-\, I illl Hl liff;:li ::l :: illi'#ii,t11l;;:h*:':,:::1part, without prior writren permiss io,, otthetaboffi {7 i ai-zo, Sector-l1 7, Noida, Gautary, I aboratory@gm ail. com, i nfo@noid al abs. com

208 Analyzing for an Assured Fulare NOIDA TESTING LABORATORIES (An ISO : 9001 : 2008, :2004 & OHSAS : : 2007 Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. CERTIF'ICATT Test Report of Report Code Date of Issue Soil Sample s mt2017 Name of Project: Group Housing project..happy Trails,' NameofProponent: lws Shridhara Infratech pvtltd. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B. Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Received On Sample Drawn By Sample Description Analysis Duration i Sl. iparameters lno. i ;1.,pH 2. : Conductivity (pmhoilcm) * 3. tr-sodium G Na) t0tru20r7 Laboratory Soil Sample Collected Near Sunpura tot tlt20t7 TO 20t t1t20r7 L Results s J0 I Test Method IS:2720(Part-21) STP/SOL ln: 15. lo. Potassium (as i K) (mg/kg) Texture 7. 1 ciicium(as ca (*9!e) _ " "" Sand (% by mass) Clay (% by mass) st[(z bfi"sg I.'",,._...'',,,,,'i STP/SOL 1 1! I q. -*i SAR^ 1- i 10. i CEC(meq/100em) - f*..""..."*"-i..."-..."...*.""- irr I i --;;-';i*-"^';*-**--':'*... i ri. -l-a";i66i;pd;pffi;; i"- l.-...""....^"..."--i*"-\::_ - r-"el.xs{\e-)-- 1tz. I oieinic?iruon!. * I \/ot 'yl* i rs., roioiiiy t. -1(f.by.pass) i ta. ^lp.*i."uititv i: f.ffi) Bulk nensity([g/cm3; I ii. - *lsuiliil;.rii"7r."7."i3 Notes: I s I TKN% -' zto I *The results given above are related to the tested sample, as received & mentioned parameters. :* The customer R:sponsibility of the Laboratory is limited to the inioiced amount onty. 3 This test report will not be generated again, either wholly or in part, without prior written permission of the 4. This test report will ndt be used for anv oublicitv/lesal nirrn."" CHECKED 158 TJ20, Sector-l17, Noida, Gautaril '.com, info@noidalabs.com W.: www. STP/SOIL STP/SOIL STP/SOIL 5Qdabove tests oirly,, \i '::i..\.:1.:'i::,.:.

209 Analyzing for an Assured Future NOIDA TESTING LABORATORIES (An ISO:9001 :2008, & OHSAS:18001 :2007Certified & NABL Accredited Laboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TI {TE Test Report of Report Code Date of Issue Soil Sample s ltu20t7 Name of Project: Group Housing project,.happy Trails,, Name of Proponent: IWs Shridhara Infratecn pvt LtA. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B. Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Received On Sample Drawn By Sample Description Analysis Duration ill i ': i parameters io' :"--..-*'i-=*.-: t0tiu20t7 Laboratory Soil Sample Collected Khodna Khurd Reserve Forest t0ltu20t7 TO 20/ty20r7 SI. Parameters - j r, rrs 1 Results ; TestMethod i f -'R.rrftJ -l* " r.itffitrra * -i5t-**t*- I,1 rs:2720(part-26) I -.*L-... "rrluv& sirt 0Z bi,ag -lo.bb* - -[- - - i -'- Srp/SbrL - i \a vol 1 I LUA i STP/SOI j ; - ljn{t sl *. r ;ll 8.,_ **. ' :: r o. *-^lsar j Magnesium (rngrrei.."-"- **-l-- i ivragnesrum (as Mg) (mg/kg),i?e)tj***]* I,r.*r;*-1 "- SfplSCIL e. t - *tr* 1 l.3l -- il--*"*srp/sol "** 10. icsd(r;reqttoem) *f-*-* r- ljn{\e) ; I,,. i l.,li",l, rad \,a., i i STP/SOI *****.*-...*J"* 1 il iil 11. j Available phosphorus -I--*" ri_-nospnorusl18.40jstp/scii 300 -* f S/0** STP/SOIL :- - -r,--\::--:../-:_yj:e/_*^5/ -"(sl*9,$r4.-e) I i I i Ii I ro 1 t )rfl)utl I j itu.*;burkde 3t"- i--r3r -j-# lt i--***i., r f '**srp/sor *-*l Notes: t\ulea. Z-t--- -.a.', l, The results given above are related to the tested sample, as received & mentioned parameters. The customer asrfr*,r.," uuou. tests only. 2.ResponsibilityoftheLaboratoryiSlimitedtotheinvoicedamountonlv--ii} This test report wilt not be generated again, either wholly or in part, without prior written permission orte u#.fiorv \ r, 4. This test report will not used lre for any publicity/legal, purpose..- ),', ' ) I l CHECKED : GT-2A, Sector-l17, Noida, Gautar#

210 Analy1ing.fo r an Ass ared Fulure I\OIDA TESTII\G LABORATORIES (AnISO:9001 :2008, :2004&OHSAS:18001 :2007Certified&NABLAccreditedLaboratory) MoEF & CC (Ministry of Environment, Forest & Climate Change) Recognized Laboratory. TEST CERTIFICATE Test Report of Report Code Date of Issue Soil Sample s mt2017 Name of Project: Group Housing project.ohappy Trails" Name of Proponent : IVUs Shridhara Infratecfl-fnt lto. Location of Project : Plot No. Gh-02A, Sector- 10, Greater Noida,Distt- G.B. Nagar, State- U.p. SAMPLING & ANALYSIS DATA Sample Received On Sample Drawn By Sample Description Analysis Duration Sl. IP;r"-"t*s 11. iph t:'il t0ny20r7 Laboratory Soil Sample Collected Near Dadri t0ttu20t7 TO 20ttv20r7 -**i***tfit--*fffitrffio 1 tlexture -*i^ :. I_ I"*.."\,wvJ,rsJJ,, I.+U.VU ; JI /SUIL, i I Clay (% by mass) lclav(*or:t') l*_---40"00 i-- ** srp/sol- l, r I sirt fz i,v *d;) -* - j- i4^00 - i -- srp/sorl *- -: 7.- scalcium(asca) l**-liz.,oo* j - sfflsoll - I ld."*- *id;;;;;l; r,,r;r-;il\ -*:Hx-;xxr+ ru. I LEL(meq/ruugm) *"L-*'*-","* i Available Phosphorus r _(a1p),(mg/kg) " i rntt rurr I Z.A0 -- -*STp/SOiil-*-*.,-,_* _; 12'2' i srp/soll i 0.61 j STP/SOL Notes: i B;iil fiiilt(ks/cm) ---'l**--i36 * r, srp/soir -**i i TKN% i o.os l The results given above are related to the tested sample, as received & mentioned parameters. The 2, Responsibility of the Laboratory is limited to the invoiced amount only. 3' This test report will notpe generated again, either wholly or in part, withor,t prior written permission 4. This test report will glpused for ffibi"itrn.gd pr.por.. '**-"-i : GT-20, Sector-l17, Noida, Gauta, A m E. : noida.laboratory@gmail.com, info@noidalabs.com W.:

211 ANNEXURE XVII

212 Minutes of 314 th SEAC Meeting Date 24/01/2018 The 314 th meeting of SEAC was held in Directorate of Environment, U.P. on 24/01/2018 following members were present in the meeting along with Secretary, SEAC: 1. Dr. (Prof.) S.N. Singh, Chairman 2. Dr. Sarita Sinha, Member 3. Dr. Arvind Mathur, Member 4. Dr. Virendra Mishra, Member 5. Dr. Pramod Kumar Mishra, Member 6. Dr. Richhpal Singh Sangu, Member 7. Dr. Ranjeet Kumar Dalela, Member 8. Shri Ramesh Chand Kataria, Member 9. Shri Meraj Uddin, Member 10. Shri Rajive Kumar, Member The Chairman welcomed the members to the 314 th SEAC meeting. The SEAC unanimously took following decisions on the agenda points discussed:. 1- Group Housing Project "Happy Trails" at Plot No.-GH-02A, Sector-10, Graeter Noida, U.P., M/s Shridhara Infratech Pvt. Ltd. File No. 3901/Proposal No. (SIA/UP/NCP/21289/2017) A presentation was made by Shri Shashank Maheshwari, representative of project proponent along with their consultant M/s Aplinka Solutions & Technologies Pvt. Ltd. The proponent, through the documents submitted and the presentation made, informed the committee that:- 1. The environmental clearance is sought for Group Housing Project "Happy Trails" at Plot No.-GH-02A, Sector-10, Greater Noida, U.P., M/s Shridhara Infratech Pvt. Ltd. 2. The Group Housing Project consists of 12 residential towers having total 1239 dwelling units and a commercial & community building. 3. Salient feature details: Sr. No. PARTICULARS DETAILS 1. Total Plot Area 34,769 m 2 2. Total Built up Area 2,12, m 2 3. Landscape Area 14, m 2 4. Maximum Height of Building 93.5 m 6 Dwelling Unit Estimated Population Total water requirement 572 KLD

213 Minutes of 314 th SEAC Meeting Date 24/01/ Wastewater generation 424 KLD 10. STP capacity 430 KLD 11. Total Power Requirement kw 12. Total Power Backup DG sets of capacity 2 x 1000 kva, 1 x 625 kva, 1 x 500 kva 13. Total solid waste generated kg/day 14. No. of Rain water Harvestings pits 9 pits 15. Parking Details (in ECS) Parking reqd.: As per MoEF&CC norms = 1321 ECS As per Greater Noida Bye Laws = 1597 ECS Parking Proposed = 1614 ECS 4. Area details of the project: Sr. No. Particular Area (sqm) Percentage (%) 1 Total Plot Area 34,769 2 Permissible Ground Coverage (@35% of the total plot area) 12, Proposed Ground Coverage Open Area 28, Required Landscape Area (minimum 50 % of the open area 14, Proposed Landscape Area (@50% of the open area) 14, Area under surface parking (including circulation) Area under roads and pavements 10, Total Permissible FAR [9(a) + 9 (b) + 9 ( c)] 1,46, (a) Permissible FAR (@2.75 of the total plot area) 95, (b) Purchasable FAR (0.75 of the total plot area) 26, (c) Ancillary FAR [@15% of 9(a) + 9(b)] 18, (d) Green Building Incentive FAR [@5% of 9(a) + 9(b)] 6, Total Achieved FAR 1,45, (a) Proposed FAR 1,27, (b) Services FAR 17, Non FAR 67, (a) Tower Non-FAR 17, (b) Stilt (c) OHT (d) Basement 28, (e) Podium 16, (f) Guard Room, Meter Room & Tower Connection Building Built Up Area ( ) 2,12, Maximum Height 93.5 m 5. Population details of the project: Sr. No. Particular Dwelling Unit FAR Person per Unit /Density Population 1 Residential Population Visitors 10% of the residential 558 population 3 Staff 5% of the residential population Community & /3rd of the FAR 762 Commercial Area 4(a) Staff for 2 % of the community and 16 Community & commercial area population Commercial Area Total Water demand: Sr. No. Particular Population Area (m2) Per capita Fresh Water Treated Water Total Water Wastewater Generation Page 2 of 58

214 water demand (lpcd) Minutes of 314 th SEAC Meeting Date 24/01/2018 (KLD) (KLD) Demand (KLD) (KLD) 1 Residential Population 2 Visitors Staff Landscape 14, ltrs/sqm ~ ~ ~ ~424 Total 7. Parking details: Particular Area(m 2 ) Density (@ 1 ECS per area) ECS Surface Parking Stilt/Podium Parking 18, Basement Parking 25, Total Power requirement: Parameters Operation Phase Power requirement kw Supply by Noida Power Corporation Ltd/Paschimanchal Vidyut Vitran Nigam Ltd Back-up power supply DG sets of capacity : 2 x 1000 kva + 1 x 625 kva + 1 x 500 kva 9. Solid waste generation: Sr. No. Description Occupancy kg per capita per day Waste Generated (kg/day) 1 Residential Population 2 Staff Visitors Horticultural Waste ( kg/acre/day Total Solid Waste Generation ~ 2946 kg/day 10. The project proposal falls under category 8(b) of EIA Notification, 2006 (as amended). Resolution against agenda no- 1 For the preparation of EIA report, the request was made by the project proponent to consider the baseline data for the period of October to December, 2017 vide letter dated 30/12/2017. The committee discussed the matter and concurred with the request and recommended to issue the terms of reference (TOR) for the preparation of EIA as mentioned in MoEFCC, OM No. J-11013/41/2008-IA-II(I) (Part) dated 29/08/2017:- Additional TORs : 1. Master plan of the area showing proposed project. Permissible uses of the proposed site as per zoning regulation. 2. Allotment letter from concerned development authority. 3. All approved drawings/maps alongwith approved services plans. 4. Structural design certificate signed by architect and vetting authority should be submitted. All structural design drawings should be signed by architect and counter signed by vetting authority. 5. Area details showing proposed uses as residential, commercial, parks, parking, roads, other services, facilities of the project also in percentage. Page 3 of 58

215 Minutes of 314 th SEAC Meeting Date 24/01/ Physical features within 30 m of the project sites with their ownership. 7. Complete Details of facilities to be developed by the project proponent i.e. for which environment clearance is sought. 8. Use of reflecting paints on roof top and side walls. 9. Details of rain water harvesting are to be given. 10. Provision of 100% solar lighting along the road site, stair cases, common places. 11. Plan for EWS / LIG housing provision as per Development Authority bye-laws. 12. Examine in detail the proposed site with reference to impact on infrastructure covering water supply, storm water drainage, sewerage, power, etc., and the disposal of treated/raw wastes from the complex on land/water body and into sewerage system. Consider soil characteristics and permeability for rainwater harvesting proposals, should be made to prevent ground water contamination. Maximize use of treated water by recycling and utilization of rainwater. 13. Water requirement and water management plan along with necessary permissions for discharge. 14. An underground Pucca tank for collection/reuse of rain water may be constructed. 15. Hydro-geological investigations be carried out and obtain permission from Central Ground Water Authority for withdrawal of ground water. 16. Make provision for safety against failure in the operation of wastewater treatment facilities. Identify acceptable outfall for treated effluent. 17. Details of green belt as a measure for mitigation of dust and noise and buffer between habitation and proposed project. 18. Landscape plan, green belts and open spaces may be described separately. 19. Study the existing flora and fauna of the area and the impact of the project on them. There should be no basement below 15 m setback. Accordingly Plan should be revised and submitted. 20. Section of all internal roads should be provided. Right of way and carriage way width should be clearly marked on the map. Avoid entry/exit at point of junction of roads. Traffic movement plan in and out should be shown. 21. Examine existing crèche, education, health facilities, police, post Office, Banks and other services and make adequate provisions in the proposal. 22. Assess soil erosion in view of the soil characteristics, topography and rainfall pattern. 23. Application of renewable energy/alternate energy, such as solar and wind energy may be described including solar water heating in the guidelines for entrepreneurs. 24. Consider solid wastes, including e-waste in addition to other solid wastes and their disposal. 25. Identification of recyclable wastes and waste utilization arrangements may be made. 26. Explore possibility of generating biogas from biodegradable wastes. 27. Arrangements for hazardous waste management may be described as also the common facilities for waste collection, treatment, recycling and disposal of all effluent, emission and refuse including MSW, biomedical and hazardous wastes. Special attention should be Page 4 of 58

216 Minutes of 314 th SEAC Meeting Date 24/01/2018 made with respect to bird menace. 28. Provisions made for safety in storage of materials, products and wastes may be described. 29. Disaster management plan should be prepared. 30. Traffic management plan including parking and loading/unloading areas may be described. Traffic survey should be carried out both on weekdays and weekend. 31. Parking provision is to be made for higher ECS worked out either as per state bye-laws or construction manual of the MoEF. Additional parking more than required nos. as per norms will not be permitted. 32. Exclusive Parking area in the basement (excluding other facilities) and surface is to be clearly mentioned. 33. Provide service road for entry and exit to project site. 34. Use of local building materials should be described. 35. Consider provision of DG Flue Gas emissions to be treated in a scrubber. Stack details with provisos of sampling port for monitoring be described. Power backup should be restricted to % of power requirement. Plan should be revised and submitted. 36. Work out MGLC for the combined capacity of DG sets. 37. Provide for conservation of resources, energy efficiency and use of renewable sources of energy in the light of ECBC code. 38. Application of resettlement and rehabilitation policy may be described. Project affected persons should be identified and rehabilitation and resettlement plan should be prepared. 39. Examine separately the details for construction and operation phases both for Environmental Management Plan and Environmental Monitoring Plan. 40. Corporate Social Responsibility (CSR) plan along with budgetary provision amounting to 2% of project cost shall be prepared and approved by Board of Directors of the company. A copy of resolution as above shall be submitted to the authority along with list of beneficiaries with their mobile nos./address. 41. Required no of trees should be 01 tree/80 sqm, submit plan. 42. Project falling with in 10 Km. area of Wild Life Sanctuary is to obtain a clearance from National Board Wild Life (NBWL) even if the eco- sensitive zone is not earmarked. 43. Declare/submit the running cost of STP and other environmental management services (e.g., Municipal Solid Waste Disposal, Green belt Maintenance, Water Management etc.) in the proposals which are to be including in the allotment letters. Vendors should be identified for Municipal Solid Waste Management and submitted. 44. The proponent will submit the schedule of monitoring/data collection programme to the Office of Directorate, Member Secretary, UP Pollution Control Board and District Magistrate of related District. General Guidelines: a. A legal affidavit by the Project proponent on Rs. 100/- non-judicial Stamp Paper, duly attested by Public Notary, stating that: I. There is no litigation pending against the project and/or land in which the project is proposed to be set up (please give name & ownership etc. of the project) and that for Page 5 of 58

217 Minutes of 314 th SEAC Meeting Date 24/01/2018 any such litigation what so ever, the sole responsibility will be borne by the Project proponent. II. No activity relating to this project (i.e. name of the project) including civil construction has been undertaken at site except fencing of the site to protect it from getting encroached and construction of temporary shed(s) for the guard(s). (if fencing has not been done, then the same may be deleted). III. I/We hereby give undertaking that the data and information given in the application, enclosures and other documents are true to the best of my knowledge and belief and I/We am/are aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance given, if any to the Project will be revoked at our risk and cost. IV. Project does not fall under any buffer zone of no-development as declared /identified under any law. b. Another legal affidavit by the consultant stating (a) that the prescribed TORs have been complied with (to be deleted if not applicable) & (b) that details and the data presented are factually correct, as per MoEF circular dated is also to be submitted along with EIA. c. Current, site photographs viewing towards the project area from four directions indicating date of photograph taken, direction from which taken, name of the project, and signature of Project proponent along with consultant with seal should be submitted, so as to ensure that no construction has been started before the grant of EC. d. EIA should strictly follow the guidelines prescribed in annexure-iii to the EIA notification of 2006 and the Methods of Monitoring and analysis (Annexure-IV): Guidance for assessment of representativeness and reliability of baseline environmental attributes detailed under EIA manual January, 2001 and other guidelines in the matter. e. The status of accreditation of the EIA consultant with NABET/QCI shall be specifically mentioned. The consultant shall certify that his accreditation is for the sector for which this EIA is prepared. f. On the front page of EIA/EMP reports, the name of the consultant/consultancy firm along with their complete details including their accreditation, if any shall be indicated. g. While submitting the EIA/EMP reports, the name of the experts associated with/involved in the preparation of these reports and the Name of laboratory through which the samples have been got analysed should be stated in the report. It shall clearly be indicated whether said laboratory is accredited by NABL or approved under the Environment (Protection) Act, 1986 (Please refer MoEF office memorandum dated 4th August, 2009). The name project leader of the EIA study shall also be mentioned. h. The EIA document shall be printed on both sides, as for as possible. The Information s no (a I, II, III & c) asked under the general guidelines is to be submitted within 15 days from the date of receipt of the letter and remaining of the information s is to be submitted along with the EIA. Page 6 of 58

218 ANNEXURE XVIII

219