february - march 2011 transhipment terminalfugro's starfix system was used for positioning and...

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0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.403 Seabed 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 Seabed 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 3.869 Seabed NW SE MAINLINE-10 NW SE MAINLINE-11 NW SE MAINLINE-12 MAINLINE-10 MAINLINE-11 MAINLINE-12 SHEET 04 OF 06 5321-04R1 J-MAR-11-006/MO 2011-060/FGEOTECH/VIZHINJAM/P/BSI/04/5321 05 OF 09 4.513 Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Loose to medium dense Silty SAND Medium dense SAND with silt/clay intercalations Very Dense firm SAND Weathered Rock Weathered Rock Weathered Rock Weathered Rock Weathered Rock GS-02 BA-03 (11.6m x 219°) 1.7 x 0.7 x nmh SC01 1.3 x 0.7 x nmh SC05 3.0 x 0.6 x nmh SC04 1.6 x 0.7 x nmh SC03 2.5 x 1.0 x nmh SC02 GS-20 GS-18 GS-17 GS-16 GS-15 GS-14 GS-13 GS-12 GS-11 GS-01 GS-02 GS-03 GS-04 GS-05 GS-06 GS-07 GS-08 GS-09 GS-10 GS-19 BA-01 BW-01 BW-02 BA-02 BW-03 BA-03 TA-01 TA-02 TA-03 RV-02 RV-01 TA-04 TA-05 BW-05 AC-03 AC-02 AC-01 BW-04 MAINLINE-01 MAINLINE-03 MAINLINE-05 MAINLINE-07 MAINLINE-09 MAINLINE-11 MAINLINE-13 MAINLINE-15 MAINLINE-17 MAINLINE-19 MAINLINE-21 MAINLINE-23 MAINLINE-25 MAINLINE-27 MAINLINE-28 MAINLINE-12 MAINLINE-16 MAINLINE-18 MAINLINE-10 MAINLINE-08 MAINLINE-06 MAINLINE-04 MAINLINE-26 MAINLINE-24 MAINLINE-22 MAINLINE-20 MAINLINE-14 MAINLINE-02 MAINLINE-01 MAINLINE-03 MAINLINE-05 MAINLINE-07 MAINLINE-09 MAINLINE-11 MAINLINE-13 MAINLINE-12 MAINLINE-10 MAINLINE-08 MAINLINE-06 MAINLINE-04 MAINLINE-02 MAINLINE-15 MAINLINE-17 MAINLINE-19 MAINLINE-16 MAINLINE-18 MAINLINE-20 MAINLINE-14 MAINLINE-28 MAINLINE-27 MAINLINE-26 MAINLINE-25 MAINLINE-24 MAINLINE-23 MAINLINE-22 MAINLINE-21 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 719000mE 719500mE 720000mE 720500mE 721000mE 721500mE 722000mE 722500mE 723000mE 723500mE 922000mN 922500mN 923000mN 923500mN 924000mN 924500mN 925000mN 925500mN 926000mN 926500mN 8°20'30"N 8°21'00"N 8°21'30"N 8°22'00"N 8°22'30"N 76°59'30"E 77°00'00"E 77°00'30"E 77°01'00"E 77°01'30"E N GRID NORTH NOT TO SCALE NOT TO SCALE This document may only be used for the purpose for which it was commissioned and in accordance with the terms of engagement for that commission.Unauthorised use of this document in any form whatsoever is prohibited. OVERVIEW PLAN LAYOUT PLAN INDIA - WEST COAST VIZHINJAM NOTES: REFERENCE DRAWINGS Drawing No. Description Rev. No: Date: Source SEABED FEATURES & ISOPACHS 1) LOCALLY HIRED SURVEY VESSEL M/B PEARLS-1 WAS DEPLOYED FOR THIS SURVEY IN FEBRUARY & MARCH 2011. 2) THE COORDINATES OF THE SURVEY CORRIDOR WERE PROVIDED BY THE CLIENT. 3) FUGRO'S STARFIX SYSTEM WAS USED FOR POSITIONING AND CONTROL OF SURVEY. 4) REFER TO FSINPVT SURVEY REPORT NO. J-MAR-11-006/MO 2011-060 FOR DETAILS ON THE RESOURCES MOBILISED AND METHODOLOGY ADOPTED FOR THIS SURVEY. 5) ATG WAS SET UP AT THE NORTH WEST OF JETTY AND LEVELED TO CLIENT SUPPLIED SOI BM ON A ROCK ADJOINING TO BASEMENT ON THE WESTERN SIDE OF VIZHINJAM MOSQUE ( NEAR THE GATE OF HARBOUR ENTRANCE) WHICH IS 6.945m ABOVE CHART DATUM. 6) RECORDED DEPTHS WERE REDUCED TO CHART DATUM USING OBSERVED TIDES AT THE JETTY. 7) THE RESULTS OF SURVEY ARE PLOTTED IN WGS84 DATUM, UTM PROJECTION, ZONE 43. VERTICAL EXAGGERATION - 10 : 1 500m 200m 100m 100m 400m 300m 0m HORIZONTAL SCALE 1 : 5000 50m 20m 10m 10m VERTICAL SCALE 1 : 500 40m 30m 0m M/B PEARLS-1 J-MAR-11-006 Project Ref: - Vessel:- Encl. Chkd: Description: Surveyed : Interpr: Drawn: Appr: Drawing File No: Rev. No: Date: Drawing No: CHART SHOWING CLIENT FUGRO GEOTECH PVT. LTD GEOPHYSICAL SURVEY FOR VIZHINJAM DEEPWATER INTERNATIONAL TRANSHIPMENT TERMINAL KERALA OFFSHORE, WEST COAST OF INDIA FEBRUARY - MARCH 2011 FUGRO HOUSE D-222/30, TTC INDUSTRIAL AREA, MIDC, NERUL, NAVI MUMBAI - 400 706, INDIA. TEL : +91 22 2762 9500 FAX : +91 22 2762 9140 (AN ISO 9001:2008 COMPANY) FUGRO SURVEY (INDIA) PVT. LTD. PROJECT TITLE SEABED FEATURES AND ISOPACHS PLOT NO. 51, SECTOR 6, SANPADA NAVI MUMBAI - 400 705, INDIA TEL: (91) (22) 6516 8662 FAX: (91) (22) 2762 0768 1 SURVEY CONTRACTOR FINAL ISSUE 12/07/2011 Spheroid Grid System Central Meridian Datum Semi major axis Map Projection Inverse flattening Latitude of Origin Universal Transverse Mercator False Easting UTM Zone 43 N 075° 00' 00" East 0° 00' 00" North False Northing : a = 6 378 137.000 m : : World Geodetic System 1984 : : 500 000 m 0 m : Global Positioning System Geodetic Parameters : 1/f = 298.257 223 563 : Projection and Grid Parameters Scale factor on Central Meridian : World Geodetic System 1984 (WGS84) : : 0.9996 metre : Units Geodetic, Projection and Grid Parameters 1 2 4 6 7 8 3 5 NOT TO SCALE VESSEL OFFSET DIAGRAM (M/B PEARLS-1) Bow (-2.45,8.85,0.00) CRP,MBES (0.00,0.00,-2.51) Primary GPS (-0.28,-0.58,2.77) SBES (0.00,-2.17,-2.54) Centre Stern (-2.45,-6.35,0.00) SBP (-4.88,-2.43,-2.80) INDIA SRI LANKA 70°E 75°E 80°E 85°E 10°N 15°N 25°N 05°N 20°N Survey Area N ARABIAN SEA VIZHINJAM AVD AS LPL DD/DJ SKR SEABED PROFILE ACOUSTIC REFLECTOR 1 (ISOPACH REFLECTOR) SEABED FEATURES SEABED & INTERPRETATIVE GEOLOGICAL PROFILES ACOUSTIC REFLECTOR 2 SIDE SCAN SONAR COVERAGE SC02 TYPE 1:- LOW TO MEDIUM REFLECTIVITY (CLAY / SILTY FINE SAND) SONAR CONTACT WITH DIMENSION IN METRES (length x width x height) (nmh = no measurable height) TYPE 2:- MEDIUM REFLECTIVE SEABED (FINE TO MEDIUM SAND) TYPE 3:- HIGH REFLECTIVE SEABED (ROCK OUTCROPS) BREAK WATERS SEABED & INTERPRETATIVE GEOLOGICAL PROFILES SEABED & INTERPRETATIVE GEOLOGICAL PROFILES SEABED & INTERPRETATIVE GEOLOGICAL PROFILES GEOGRAPHICAL INTERSECTION 0100.011 BOREHOLE INFORMATION - 16/07/2010 CLIENT SBP TRACKLINES FOR PROFILES SHOWN IN CHART SBP TRACKLINES TOP OF WEATHERED ROCK FEATURES IDENTIFIED FROM CURRENT SURVEY OTHER SOURCES (AS INDICATED) FEATURES OBTAINED FROM LEGEND: SURVEY AREA BOUNDARY MAGNETIC ANOMALY IN NANO TESLAS / WIDTH OF ANOMALY IN METRES AREA 1 AREA 2 Mumbai Mormugao Manglore Kochi Pipavav Kandla Tuticorin Chennai Kakinada Vizag Paradip Haldia GRAB SAMPLE GS-11 0.0 SEABED WITH INTERPRETATIVE GEOLOGICAL PROFILES, BOREHOLE LOCATION BW-04 DISTANCE AND BEARING OF BOREHOLE LOCATION FROM CENTERLINE 0 ISSUED FOR APPROVAL 30/03/2011 AVD AS LPL SC SKR You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)

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