D-23 DRILL LOG HOLE NO. : B - TOG - 1 SHEET NO. 1 OF 1 DESCRIPTION BLOW(CM)

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1 DRILL LOG NO. : B - TOG - 1 PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.31 M SITE TUALANGO VILLAGE COORDINATE X : ' INCLINATION : 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : ' DRILLED : MANNA LOGGED : DWI HARSO :. M : JULY 08 TO JULY 0'0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY 0'0 JULY 08'0 ( ) m Top soil, SILT,brown,firm,non plastic,contain of roots plant 1 1 ( ) m Clayey SAND,fine sand,very loose to medium loose,dry ( ) m Gravelly SAND,grey,coarse sand, very dense,consist of component limestone coral,andesite,diameter 3 mm,contain small of clay. 6 6 BRN (. -. ) m CLAY,black,soft,low plastic, wet,contain of organic. BLK 8 8 ( ) m Clayey SAND,grey,fine sand,very loose to loose,contain shell. Depth ( ) m Clay,black,soft,contain organic, and shell. 0 > 3 0 SINGLE TUBE CORE BARRELΦ 3 ΜΜ, CASING F 8 MM SPRING 0BSERVABLE LOSS D-3

2 DRILL LOG NO. : B - TOG - PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.3 M SITE PILOLODAA VILLAGE COORDINATE X : ' INCLINATION : 0 O DRILLING : YBM YSO - 01 AVERAGE CORE RECOVERY: 0% Y : ' DRILLED : TALLI LOGGED : DWI HARSO : 3. M : JULY 0 TO JULY 0'0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY0,0 JULY 08,0 JULY0,0 JULY 06,0 JULY 0, ( ) m Top soil, SILT, brown, contain of roots plant. 1 ( ) m Clayey SILT, brown, firm, non plasticity. ( ) m Clayey SAND,brown,fine to coarse sand, medium dense. ( ) m 3 SAND, grey, fine to coarse sand, 3 medium dense to dense, countain shell and small clay. DEPTH (.1 -. ) m Organic SINGLE TUBE CORE BARRELΦ 3 ΜΜ, CASING F 8 MM SPRING 0BSERVABLE LOSS D-

3 DRILL LOG NO. : B - TOG - 3 PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : M SITE PILOLODAA VILLAGE COORDINATE X : O 01.6' INCLINATION : 0 O DRILLING : YBM YSO - 01 AVERAGE CORE RECOVERY: 0% Y : 00 O 3.86' DRILLED : TALLI LOGGED : DWI HARSO :.6 M : JULY TO JULY '0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M ( ) m Top soil,silt,brown,non plastic, contain of roots plant. 1 ( ) m 1 Clayey SILT,brown,soft,non plastic. 0 SPRING 0BSERVABLE LOSS JULY ' ( ) m Clayey SAND,grey,fine sand,loose 3 contain shell. 3 JULY ' ( ) m CLAY,black,soft,low plastic,con- tain of organic. BLACK ( ) m Clayey SAND,grey,fine sand,con tain shell. (. -. ) m CLAY,grey to dark grey,soft,low plastic, DEPTH (. -. ) m Clayey SAND,grey,fine sand,con- tain shell. 0 SINGLE TUBE CORE BARRELΦ 3 ΜΜ, CASING F 8 MM ( ) m 1 Clayey SAND,grey,fine sand,loose 1 contain shell D-

4 DRILL LOG NO. : B - TOG - PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.1 M SITE TUALANGO VILLAGE COORDINATE X : o 01.' INCLINATION : 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 o 3.861' DRILLED : MANNA LOGGED : DWI HARSO :. M : JULY TO JULY '0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY '0 JULY '0 ( ) m Top soil,silt, brown, stiff, countain of roots plant. 1 ( ) m 1 Clayey SILT, brown, soft, medium stiff, low plasticity, moist ( ) m CLAY, grey, low plasticity, moist ( ) m Silty CLAY, grey - dark grey, soft to stiff, low plasticity, contain shell. 6 Depth (. -. ) m 6 ( ) m CLAY, black, soft, contain of organic. TO DARK ( ) m Clayey SAND, grey, fine sand, loose, contain shell SINGLE TUBE CORE BARRELΦ 3 ΜΜ, CASING F 8 MM SPRING 0BSERVABLE LOSS D-6

5 DRILL LOG NO. : B - TOG - PROJECT THE STUDY FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 1.00 M ELEVATION : +.6 M SITE TUALANGO VILLAGE COORDINATE X : O 01.80' INCLINATION : 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 O 3.86' DRILLED : MANNA LOGGED : DWI HARSO :. M : JULY 1 TO JULY '0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY 1'0 ( ) m Top soil,clayey SILT,brown,soft, contain roots plant ( ) m Clayey SAND,brown,fine to coarse sand,loose (.0 -. ) m CLAY,grey,stiff,low plastic,moist 0 SPRING 0BSERVABLE LOSS JULY ' ( ) m 6 Clayey SAND,grey,fine sand,me- 6 dium dense,mois ( ) m CLAY,grey,medium stiff,low plastic,moist ( ) m CLAY,black,soft,contain organic B ( ) m Clayey SAND,grey,fine to coarse sand,loose,contain shell. 0 SINGLE TUBE CORE BARRELΦ 3 ΜΜ, CASING F 8 MM D-

6 DRILL LOG NO. : B - TOG - 6 SHEET NO. 1 OF PROJECT THE STUDY ON FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 0.00 M ELEVATION : +.68 M SITE TUALANGO VILLAGE COORDINATE X : o 01.' INCLINATION 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 o 3.86' DRILLED : MANNA LOGGED : DWI HARSO :. M : JULY 1 TO JULY, 0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY 1'0 JULY 18'0 JULY 1'0 JULY 16'0 JULY 1' ( ) m 1 Top soil,silty CLAY,brown,low 1 plastic,contain of roots plant. ( ) m Clayey SAND,greyish brown,me- 3 dium dense,fine sand. ( ) m CLAY,light grey,stiff,low plastic ( ) m 8 CLAY,black,low plastic,contain organic. ( ) m Clayey SAND,grey,loose to me- dium dense,fine to coarse sand, contain shell. TO LIGHT BLK LIGHT ( ) m Gravelly SAND, grey, coarse sand, compenent gravel shell ( ) m Clayey SAND, grey, fine sand. 6 ( ) m 6 Gravelly SAND, grey,coarse sand,dense, component gravel shell. 8 ( ) m 8 Sandy CLAY, grey, soft, fine sand > 1 0 SINGLE TUBE CORE BARREL Φ 3 MM, CASING Φ 8 MM SPRING 0BSERVABLE LOSS D-8

7 DRILL LOG NO. : B - TOG - 6 SHEET NO. OF PROJECT THE STUDY ON FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH : 0.00 M ELEVATION : +.68 M SITE TUALANGO VILLAGE COORDINATE X : o 01.' INCLINATION 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 o 3.86' DRILLED : MANNA LOGGED : DWI HARSO :. M : JULY 1 TO JULY, 0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M JULY,0 ( ) m 31 CLAY,grey,low plastic,stiff DEPTH 3 ( ) m 33 Clay,black,contain organic and 33 small sand ( ) m 3 Gravelly CLAY,grey,low plastic, firm,component gravel andesite, sand stone,limestone, Φ cm SINGLE TUBE CORE BARREL Φ 3 MM, CASING Φ 8 M SPRING 0BSERVABLE LOSS D-

8 DRILL LOG NO. : B - TOG - PROJECT THE STUDY ON FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH :.00 M ELEVATION : +.6 M SITE TUALANGO VILLAGE COORDINATE X : O ' INCLINATION : 0 0 DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 O 3.' DRILLED : MANNA LOGGED : DWI HARSO :.00 M : JULY TO JULY 6, 0 DIA. MAX : 3 MM CHECKED : Ir. DAVE M July, ( ) m 1 Top soil,silt,brown,contain of 1 roots plant ( ) m Sandy CLAY,brown,medium 3 stiff, low plastic, fine sand ( ) m CLAY,grey,firm,low pasticity. 6 0 SPRING July,0 July 6,0 ( ) m Clay SAND,grey,coarse sand, 6 medium dense ( ) m 8 CLAY,grey,medium stiff to stiff low plastic, contain shell ( ) m 1 Clay SAND,grey,fine sand,stiff contain shell. ( ) m 1 CLAY, grey, soft, low plastic, 1 countain shell and small fine 1 sand ( ) m 1 Clay SAND,grey,fine to coarse 18 sand,dense,countain shell SINGLE TUBECORE O 3 MM, CSING O 8 MM D-

9 DRILL LOG NO. : B - TOG - 8 PROJECT THE STUDY ON FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH :.00 M ELEVATION : M SITE PILOLODAA VILLAGE COORDINATE X : o 01.8' INCLINATION 0 O DRILLING : KOKEN OE - L AVERAGE CORE RECOVERY: 0% Y : 00 o 3.88' DRILLED : MANNA LOGGED : DWI HARSO :.8 M : JULY TO JULY, 0 DIA. MAX : 3 MM CHECKED : Ir.DAVE. M. July,0 July 8,0 July, 0 July, ( ) m 1 Top soil, Clayey SILT, brown, 1 contain of roots plant. ( ) m Silty CLAY, brown, medium stiff, low plasticity, soft,fine sand. 3 ( ) m CLAY, grey, firm, stiff, firm, low plasticity ( ) m 6 Silty SAND, grey, fine sand, med- 6 um dense ( ) m 8 Gravelly Clayey SAND, grey, fine 8 to coarse sand, component of gravel limestone coral and shell medium dense (. -. ) m. -.6 Clayey SAND, grey, fine sand, countain shell. ( ) m Sandy CLAY, grey,soft,medium plasticity,fine sand, countain 1 shell ( ) m 1 Silty CLAY, grey, low plasticity 1 firm ( ) m 1 Gravelly Clayey SAND, grey, 1 fine - medium sand,very dense component of gravel shell ( ) m CLAY, grey, medium stiff, low plasticity ( ) m 3 Clayey SAND, grey, coarse 3 sand, medium dense, countain shell and gravel coral limestone (. -. ) m Sandy Gravelly CLAY, whitish grey, stiff, low plasticity, fine 6 sand, component gravel coral 6 limestone, diameter 8 cm, coun tain shell. ( ) m 8 Gravelly Sandy CLAY, whitish 8 grey, stiff- very stiff, low plasticity, medium coarse sand countain shell, component gra vel coral limestone, O cm. WHITISH > 8 > > 0 SINGLE TUBECORE O 3 MM, CASING O 8 MM SPRING 0BSERVABLE LOSS D-31

10 DRILL LOG NO. : B - TOG - PROJECT THE STUDY ON FLOOD CONTROL AND MANAGEMENT IN L B B DEPTH :.00 M ELEVATION : +.1 M SITE TUALANGO VILLAGE COORDINATE X : o 01.68' INCLINATION 0 O DRILLING : YBM YSO - 01 AVERAGE CORE RECOVERY: 0% Y : 00 o 3.8' DRILLED : MANNA LOGGED : DWI HARSO :.00 M : AUGUSTUS TO AUGUSTUS '0 DIA. MAX : 3 MM CHECKED : Ir. DAVE. M AUGUSTUS '0 AUGUSTUS 1'0 AUGUSTUS '0 AUGUSTUS ' ( ) m 1 Top soil, SILT, brown, contain of roots plant ( ) m Silty CLAY, brown, low plas- 3 ticity, wet. 3 ( ) m Clay SAND, brown, loose, fine sand. ( ) m 6 Clay SAND, grey, loose to med- 6 ium dense, fine sand ( ) m Clay SAND, grey, medium dense fine sand, wet, contain sheel Depth. ( ) m 1 ( ) m 1 Clay organic, black ( ) m 1 CLAY, grey, stiff, low plastic, 18 soft, wet, contain shell and organic. 1 1 ( ) m Clayey SAND, grey, medium to coarse sand, dense, wet,con- 1 tain shell (. -. ) m 3 Clayey SAND, grey, fine to me- dium sand, loose, wet, contain shell. ( ) m 6 CLAY, grey, medium stiff to 6 stiff, low plasticity, soft, wet, contain shell SINGLE TUBE CORE BARREL Φ 3 MM, CASING Φ 8 MM SPRING 0BSERVABLE LOSS D-3

DRILL HOLE # BH-BGC13-FN-01

DRILL HOLE # BH-BGC13-FN-01 DILL HOLE # BH-BGC3-FN-0 Drill Method: Mud otary/coring Depth To ock (m): N/A Page of 7 eviewed by: AJB 0 GAVEL (GW) Fine to coarse, sandy, well graded, dense, max particle size = 30 mm, angular to subrounded,