HCC-236 FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCE FEASIBILITY STUDY AND DETAIL DESIGN OF BALEGADULA IRRIGATION PROJECTFEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES FEASIBILITY STUDY AND DETAIL DESIGN OF BALE GADULA IRRIGATION PROJECT FINAL FEASIBILITY REPORT VOLUME 5- ANNEX 4.1 DATA BASE FOR AUGER HOLE DESCRIPTION MAY 2010if II p I i ! lUiai J turfy R'ponAftliM 4 I i Pali kata f»r Augai llala llatiilpliax I II *1 W ■■■—n:n-v 1' “ - L'*—* * I I I I I I I I Ifl fl fl fl hi hi a Aredo*al Democratic iepublQ of (thlople- Mlnhiry d Waler Neiourcei Faat-.bRny Study end Detail Deilfn of tale Gidula Irrigation Oro)e«l Roglon Oromla Zone Balo AgrxNmatic iono Woyonadogi Annea Al: Data bate for Auger Hole Dei a Ip I Inn loll Surete Study Bale Gaddula Irrigation Project Morphological Chonctoretlco of Auger Holo DGL 44 A43 Caloc VerH i oil >125 cm N/N/N/N CA4/HE BGL 44 A44 29/06*09 762250 6640DC HapBc LuvHoh >125 cm S/1AJ/S CA4/HE BGL 44 A4 5 29iWD9 762250 665200 Hapke VorVioii >125 cm S/l/P/S CA4/HE BGL 44A47 BGL44A48 0907/09 0807/00 IIWMH 782250 Hapbc Vortiaolt 762250 656000 Hap'x VeitaoH >125 cm >125 cm N/N/N/N S R/2/A/S 782250 Ca-oc Venioia CA4/HE2 CA4/HE HE/CA4 BGL 44 A49 11/07/09 782250 666800 Calcic Vofljaoli >125 cm ME/CA4 BGL 44 ASQ 11/07/09 1752 I 782250 Cakic Von.ytMt BGL 44 A51 11/07/08 Calcic Voruioli W-E , NWSE >125 cm S fvz/A/M CA4/HE BGL 44 A52 11W7/C9 782250 663.000 C>ic»c Vented* W-E NW-SE >125 cm SR/1/A/M HDCA4 BGL 44A5J 11/07/09 782250 668400 Sodt-Caioc Vorti i ol i S.R/VA/S HE/CA4 DGL 44 AM 13/07/09 l< Ei-yei 782250 668800 Haptic Luviaola S/VA^rS CAtfHf POL 44 ASS 130709 782250 M9200 llapbc Luviaola >125 cm 3 R/2/A/3 M CA4/HE 13*07/09 762250 66960C Hopix Verf.ioti >125 cm BGL 44 A57 13/07/09 1716 782250 670X0 Catoc Voftaoii >125 cm DGL44 A5B DGL 44 A59 DGL 44 A60 14/07/09 14/07/09 15/07/09 t/Menam 782250 670400 Catoc Vortiaolt 782250 670850 Calcic Vertiion 782250 67 12OO Catoc Vonn oi« >125 cm >125 cm S/VA/S S R/1/A/S s/vu/s HE/CA4 CA4/HE HE/CA4 15*07/09 782250 671600 Catoc Vedlioli COAL >125 cm N/N/WN CA4/XE BGL 44 A62 15/07/09 762250 672000 Click Vorbtqls Enoall >125 cm N/N/N/N CA47HE2 BGL 44 A63 1607/09 F/Ua'iarr 762250 172400 Socfr-Catoc VonJaolt t-z>H >125 cm S.R/2/A/S CA4/HE OGL 44 ASA 16*07/09 rA4a’>im 782250^ 672600 Hapbc Luvildt >125 cm S.R/WS CA4/HE BGL 44 BGL 45 A26 BGL45 A27 PG. <5 A28 BGL <5 A29 BGL 48 A30 BGL 45A31 1607/09 3006/09 300609 C1/0 7/09 782250 873200 SodnCotoc Verticil >125 cm 782000 657GOO Hapl»c Vortiaolt 658000 Calcic Vonnoli FA/ia»>am EMai I F.Vane-t I Fait 6 782000 782000 656400 658800 Catoc Veftiiole Caldc Vprtiicla >125 cm >175 cm >125 cm S/1/A/S S.R/2/A/M S/1/AJS S/IAJ/S CA4/HE SR/HE/CA4 CA4/HE 01-07/09 03/Q7/QP Todni FaU 6 010709 'Taint | Fait 4. 07/07.09 .Mm 782000 659200 Catoc Vcrbaoli 76200C 559600 Calcic Vortiiola 782000 560000 Cotoc Voruioli HJNIHIN N/N/N/N CA4/HE CA4/HE WWDSI In Aiiooabon with ICT *<•4 Final Fallibility Study ReportFrdrrel Dcmoaitk Republic of Clhlep«»- Mlnhtry of Waler Rneurcat FuatlbilrtY Study and Detail Deelc* •< Gedula Irrigation Project Rogion Oro mil Zona Balo Agro-climalic zone Woyonadoga Annae 4.1: Data hate lor Auger Hole Deic/iplton Soil Survey Study Bale Gaddule Irrigation Project Morophologlcal Characlcretlce of Augor Holo i 1 to i J i J s h 5 X J s S 3 Q 5 I5PfiT ■ ? Jt bacM 3 . 5tl h a> El X-W -Ik H ll 0 -j 2 W ar \j h 1 St a U3 aw- E XUL h Xi. 1 a .. * I i w II II * III H -- Ll p / 25AXVO9 |Mawjna & Abate Goro 1852 762000 660400 Sod-Calcic Verbtoll <100 LV F □ N-S LE// 03 >125 m u AL/ D N >125 cm N N N M/S N N S/1/A/S N CL4 HE/CA4 B3L 45 A34 AV 26/06.05 Aaarhe-n I Goto 1M7 782000 660800 Hapke luvitolt <100 LV F M W-E LE// 02 >200 m u AL/ 0 N >125 cm V/SB M MX> N N S/1/R/S N CL2X1L! CA4/NE BGL 45 A31 AV 26/064)9 Fan 4 TMnr Goto 1840 782000 661200 Sod-CNcic Varbide <100 LV G D N-S LE// 05 >100m u AM D F >125 cm F.QS.O N N W/S U U WN/N/N N CL2AJL2 CA4/HE Am 4 5 A3£ AV /I 26/06/W Dtowa A Eljrat Goro 1633 782000 661600 Hapke Verbi ole <100 LV FG L N-S AT// 03/04 <150 m u AU 0 N >125 cm v/s FM N M/W N N S.R/2/A/M N CLW1L7 CA4/14E tp! BAI 4 5 A37 AV 'I 26/064)9 E/»c*ix4 F/Mariam Goro 1630 782000 662000 Hapke Varbaoli <100 LU F D NS LE// 04 >200 m u AU □ N >125 cm v/s W N M/W N N N/N/N/N N CL2 CA4 17A HAI 45 AJfl AV 2MXZ79 FaU A T»a«i4 Goro 1826 762000 662400 Caxac Verbeoli <100 LV G 0 N-S LE// 05 >100 m u AU O N >125 cm N V/ W M/S U U N/N/N/N N CL4 CA4 BAI 4 5 A39 AVi 2 MX/09 MauxiaA Abate Goro 1827 782000 662500 Catoc Vertede <100 LV F 0 N-5 LEX 03 >90 m u AU 0 N >125 cm c/s N N M.3 N N S/1/A/S N CL4/8U CA4/HE BGL 45 A40 AV 27/064)9 AbarhamA Laludar Go'o 1821 782000 663200 Sod-Caloc Vertede <100 LV G M N-S LE// 05 >100 m u AU D N >125 cm u/s M W M/S N N S/1/A/S N CL2 CA4 AbamemA RAI 45A41 AV 274)64)9 Goro 1825 782000 663600 Sod-Caloc Verbi oil <1OC LV G M N-S LE// 04 >200 m u AU 0 N >125 cm F/S W w M/S N N S/1/A/S N cu CA4 EneaUA BGL 45 A42 AV 2 64)64)9 Gero 1822 782000 664000 Sod-Cdoc Vertioli <100 LV G L N-S . NW-SE NX 05 150 m u AU 0 N >125 cm C/CS M/W N MAN N N N/N/N/N N co CA4 BGl 45 A41 AV 2 84)64)9 E Mak A F/Maraum Gero 1611 782000 664400 Sext-Calcic Vertio.t <100 LV F 0 NW-SE AT// 03 150m u AU D N >125 cm v/s w-v N 131 M/S N N S R/1/A/S N CLWSlJ CAUHE RA 45 A44 AW 2105/09 Ma«jr<a4 Abate Goro 1603 ze20oo 664800 Sod-Caioc VerteoU <100 LV F 0 W-E LE// 03 >90 m u AU O N >125 cm F/S N N M-S N N S/1/U/S N CL4dU CA4/HE BGL 45 A45 AV 29.0609 Atari-amt kaixXto" 1 Goro 1793 782000 665200 Hapke Vertioli <100 LV F L N-S LEX 024)3 200 m u AU U N 60 cm N M N M,S 133 134 N N S/1/U/S N CL 4/WO CA4/HE BGL 45 A46 AV 09.-074)9 Full Tafloe Coro 1790 781979 665600 Hapke Vortedi <100 LV F D W-E LE// 03 >100m u AU 0 VF >125 cm VF/C M W us U U N/N/N/N N CL4AJL7 CA4/HE2 135 13A BGL 45 A47 BGL 45 A46 AW AW 084)74)9 EnCa^A F/Uanam Goro 172 781988 666000 HapLc Vert toll <100 LV FG D W-E AT// 05 150 m u AU 0 N >100 cm F/S4) W N M/W N N S/I/A^S N CL4/8L2 A3L1 GA4A4E 17/07/09 Mbkuna A AAala Goro 768 782000 666400 Uorix: VerbeoU <100 LV F D N-S LEX 03 >100 m u AU D N >125 cm N N N M/S N N S/1AXS N CL4/SL2 HEAUL4 137 BGL 45 A<& AW 11/07/09 Maiuna A Abate Goro 759 782000 666800 Caoe Vertede <100 LV F O N-SE LE// 03 >120 m u AU 0 F >125 cm F/S N N M/S N N S/1AJ/S N SL2 HE IM BGL 45 AW AW 11/07/09 Fa»4 ATidoaa Goro 753 782000 667200 Caloc Verbiolt <100 LV F 0 S-N LE// 04 >100m u AU 0 VF >125 cm VF/CS M W M/S U U N/N/N/N N CL4 CA4 139 BGL 45 AS 1 AW 11XJ7/O9 raM4 T adna Goro 1751 762000 88/600 Calcic VaAieda <100 LV F 0 N-S LE// 03 >100 m u AU M VF 70 cm VF/C.S M W M/S U U N/N/N/N N vK2 HE 140 BGL45A52 AW 11/07/09 JawA 4 Or»« Gor© 1732 782000 668000 Caloc Varbede <100 LV F L N-S N/N/N 03 >180 m u AU 0 N >125 cm M FM N M/S N N S/1/A/S N /1L1 HEX>4 141 BGL45A53 AW 11/074)9 D»w< A C*f»* Goro 1735 762DOO 868400 Caloc Vertedi <100 LV FG L W-E N/N/N 0304 <120m u,c AU 0 N >125 cm N M N M/S N N 8/2/A/M N coma J8L2 H&CA4 143 BGL 4 5X54 AW 13X27/09 Da-« I EAyai Goro 1732 782000 ' 668800 Calcic Vertedi <100 LV FG 0 N-SE ATX 014)4 <50 m wc AU 0 N >125 cm N FM N M-W N N SIU2/A/M N CLVOL2 /■L1 CA4/HE 143J BGL45A55 AV/ 134)7/09 EMaieA rru«*^ Goro 1728 782000 669184 Sod-Cakec Vorticli <100 LV F 0 NW-SE N-S AT// 03 150 m u AU 0 N >125 cm V/S M-W N M/S N N S R/1/A/8 N CLvau CA4/HE 144 BGL 45 AM *w 1X4174)9 Uekuna AaeU Goro 1722 782000 689600 Sod-CaJoc Vortedi <100 LV F L N-SE LE// 03 >100m u AU 0 N >125 cm N N N M/S N N S/1/U/8 N 812 HE 145 DGL45A57 AW 13477479 r «UA edate Goro 716 782000 670000 Sod-Caloc Vartid! <100 LV F 0 NW-t LEX 04 >60 m u AU M N 60 cm N W M M/8 U U N/N/N/N N 8L2 He 146 BGL 45 AM AW 144)7/09 Jew* 6 E>jrai Goro 70S 782000 170400 Sod-Caoc Vertical <100 LV FG L W-E N/N/N 03/04 <100m UC AU □ N >125 cm V/8 FM N MW N N R a/2/A/u N CU/SL2 •U HE/CA4 147 BGL 45 AS9 AV/ 144)7/09 Goro 700 782GOO 670800 Sod-Caoc Va/tida <100 LV FG 0 S-N W-E AT// 05 >100 m c AU 0 N >100 cm F/S M-W N M/W N N R B/2/AjM N CL VOL 1 'U CA4/HE 148 BGL 45 ABO AW 154)74)9 lauan f-tata Goro 694 782000 871200 Sod-Caroc Verteoli <100 LV F L W-E IE// 03 >200 m u AU 0 N >125 cm N N N M/S N N S/1/U/8 N CL2 CA4 149 BGL 45 AZ 1 AV/ 154)7/09 eil A 1»J»w Goro €83 781990 671600 Hapic Vertedi <100 LV 0 D NW-5E LEX 05 >80 in 1 CO/AL 6 VF 60 cm VF C/S Q N N M/S U U S/l/A/S N CAArtXJ “CA4/ME me: 150 DGL45AB2 AW IC 1507475 | r*/e« Goro 673 782000 672000 Hapftc Verbid! <100 LV FG l| w-e N/N/N 04 <90 m UC AU 0 N >125 cm N M N M/W N N R SW/AZM N OLIULZ /SLJ HE^A4Federal Democratic RepubBt of (fMopio- Mlnhtry of Water Reioortei Feailklllty Mu*f *"d DrUll Deale" of til* Gadula Inlga’loa Project An nee 4.X • Oate bare fo» Awgee Holo Dewlpllerr SoilSorvey Sfudy WWDSI lr. /.uoo.tlon wit* ICT Paget Final FaaakblUty Study ReportL 5 £ 3 8 3 5 3 K» QM 8 3 3 s JJ s S f s 338 ?X 5 15 X8 3 ■ 0 Ab *4 a V* * * £ ? 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Coro 1606 781265 664400 Mollie Varuioli <100 LV FD NW-SE N-S LEW 03 150 rn u AU 0 N >125 cm C/C S W N M/S N N S.R/I/A/S M N co CA4 5<1 BGL 46 A44 AW 294)609 Faad A Tedaia Gore 1799 781250 664600 Caloc Vorptolt <100 LV FD NS LE// 02 150m u AU M C 75 cm c/sa N N US U U N/N/N/N N CLVGO HE/CA4 264 BGL 46 A45 AZ/ 290609 la/aktrnt E»T>va'a Go'c 1768 781250 665200 Caioc Vartiaol* <100 LV FL N-S LEW 02/03 200 m u AU 0 N >125 cm M/SB FM N M/S N N WIIH/5 N CLVGO no CzM/HE BGL 46 A46 AW 0907479 UaauziaA Abate Goro 1778 761250 865600 Ci<x Voraaola <100 LV F D N-St LE// 03 >bOm u AU D N >126 cm N N N u/s N N S/IAWS N 80 HE/CA4 >- A BGL 48 A47 AW 0607479 Goro 776 761250 666000 Caloc VerbioM <100 LV FG L NW-SE N/N/N 034)4 >100 m u AU D N >125 cm F/S FM N MW N N R.S^/AWd N cono no HE/CA4 2*6 AZ/ 0607479 3aa« 4 Ab«han Gora 766 781250 666400 Calcic Voroaoia <100 LV FO L NW-SE N/N/N 04/05 »l20m U,l AU D N >125 cm F/S FM N WW N N R.S/2/A/M N CL4/IL2 IBL2 HEXA4 □Gi 48 A40 AW 11/07/09 Jamal iWi Goro 787 781250 666800 Calcic Vorbaola <100 LV FD N-SE LE// 05 >IOOm u AU 0 N >125 cm N N N M/S N N S/1AJ/S N SO CA44IE VW 11/0709 • MA Taaata Goro 756 781250 I 667200 Moflk Vartiaol* <100 LV G0 SN LE// 05 >100m 1 AU 0 VF >125 cm VF/C.S M W M/S U U N/NzN/N N CL8A3L2 CA4/HE 270 BGL 48 A51.7 VW 110709 •Id 4 Ta4*t« Goro 755 781250 1 667600 MoUc Vorbaola <100 1 LV F jD SWE LE// 03 >100 m u AU D F >125 cm F/C.S M W U.-5 U u Hl N/N/N N CLNOO CA4/HE2 WWV5I IM AiMXtaCoa wHb KT Pan 9 Final faaiibCtv Study Report •Cats puo6oafad a* al Demvnallt Rtpublu of UMapla Mlnltlry of Watei Kttouitat laaiiblhty Study and Datall Design al Bala Gadula Irrigation Projart Rog*on Oromla Zone Dale Agro-cllmellc root Woyonadaga Annas 4.1: Oats baia for Auger Hale Oaaolpllnn Soil turvwy Study □ala Gaddula Irrigation Project Morphological Charecteretice of Auger Holo I E 1 1 It 3 w 5 J II 1 hil 3 H h u H li Qu 1 * ka il X 0 Q 3 J 5 iii u h fv l{ , h S• 0U in z h II _ hl t- n u, r- J£ 271 001 48 A52 AW 11107*09 Tax' ft £uyai Goro 748 781250 668000 Mo'bc VoXuoia <100 LV FO L W-E N/N/N ---------♦ 04/05 <80 m 04/05 <80 m u AU 0 N >125 cm CV/S 0 M N WAV N N R S^/AXd N CCV8L2 mu HE/CA4 272 BOL 46AS3 AW Or*’ 11 <07/09 IChyai Goto | 739 781250 668400 Moibc Vertaoit <100 LV FG WE N/N/N u AU 0 N >125 cm FC/0,5 M N W-W N N R S^/A/M N -xarni; mu HEXA 4 273 DOI 48 AM AW LMa'aft 10/07/00 F/Ma'»a« Goro 1735 781260 M8800 MolUc Venn oil <100 LV FC N-6 AT,ie;/ on >200 m u AU 0 N >125 cm C/MC M-W N M.-S N N N/WNIN N CL«/CL1 7SU CA4/HE 274 DGL48 A5S AW 13X37/09 Cnda-aft P/Va'iam Goro 1729 781250 660200 Moibc VoHiioli *100 LV r S-N N-S LE// O^XM >100 m V AU 0 N >125 cm VCXJS W N M/S N N S/1/A/S N cu CA4 275 80L48A50 AW Makmial 13X37/09 Abate Gor 1717 761250 669600 MeMl.c VerUoH *100 LV F NSC IE// 03 >120m u AU D N >125 cm N N N M.’S N N S/1/LI/S N CLVU7 HEXA4 270 UGL 48 A57 AW 11/07/09 ram ft lad at* Goro 1716 781250 870000 Mothe Verb toil *'.00 LV 0 > S-N LE// 05 >100 m u AU 0 VF >125 cm VF/C S M W M/S U U S/1/A/S N CLS/8L1 CA4A4E 277 DGL 48 A5B AW 14X37/09 Oa«u ft t»y«’ Goro 1709 791250 070400 Motnc Verb iota <10© LV FG S-N N/N/N 03X74 <100m u AU D N >125 cm F FM N W/W N N RS/2/A/M N SL2/6U HE 278 DOL4BA59 AW 14/07/09 t»cahft r/Mana-n Goro 1705 791250 670800 Calae Vertisolt <100 LV FG J SWNE AT// 05 >200 m u AU O N >125 cm F/S W N MW N M S.R/1/A/S N CLM3L1 mu CA4/ME 270 DGL48 A60 AW 15X37X39 Meiurxt Abata Goro 1700 781250 671200 Calcic V art! oil *100 LV F L N-SE LE// 03 150m u AU D N >125 cm ' F/S N N M/S N N S/1AJ/S N cumu HE/CA4 280 OG148 AS1 AW 15X77X79 Fa»4ft Tadaia Goro 1893 781250 671600 Endolepbc Vomeoil <100 LV G D GN LE// 05 >!00m u AU D VF >125 cm VF/C 5 M W M/S U u N/VN/N N CL4 CA4 281 UGL 48 A62 AW 15/07/09 Dawl ft Ebys* Ooro 1682 781250 672000 Ca’ck Veweoli <100 IV F L W-E N/N/N 03 <140m u AU D N >125 cm N M N M/S N N S/1/A/S N C4.AXJU mu CA4/HE 387 UGL 48 A63 AW 15X77X79 Drwl ftEbyai Goro 1676 781250 672400 Clide VeWiola <100 LV FG L S-N LEX 03X14 *90 m u AU O N >125 cm F/S FM N ww N N R5/2/A/M N ■L2XM2 /CU HE/GA4 283 DGL48AO4 AW 16X37X39 [Mint rnx ana-" Goro 1664 781250 672800 Ca«oc Verb toll <100 LV FG L W-NE NW-S AT// 05 >100 m IC AU D N >125 cm N M-W N MAN N N S IV2/A/S N oumu CL4 CA4/NE 284 □ GL 46 AOS AW 16X37X79 Da«r ft E*yaa Ooro 1652 781250 673200 MoMc Vorbicli *100 LV FG L SWNE N/N/N 04X35 <80 m C,l AU D N >125 cm VF/SC FM N W/R N N R S/2/A/M N CL2AL2 mu CA4/HE 285 286 DGL 48 AGO AW 16X37X79 Maiu>-aft Abais Coro 1644 781250 673600 Monte Vertnolt <100 LV fIG L NW-SE LE// 03X34 >100m u AU 0 N >125 cm F/S F N M/S N N S/1/U/S N CLimu OGL 46 A87 AW 16.07/09 Feaa ft Tadaia Goro <640 781250 674000 Mofcc Vafliioi* <100 LV G O NS LE// 05 >100 m u AU 0 VF >125 cm VFX3S N N M/S U U N/NA4/N N CL4 CA4 287 DGL 40 AM AW 16X37/09 Fi»a ft Tadaie Goro 1636 781250 674400 MoRiC Vorbeoie <100 LV G D NW-SE di/ooS IS 05 >100 m c WEJAL V M 15 cm MC/SB N N S/R U U R/1/ArfM N ftumxa xxs HE2/CA4 288 DGL 48 AG9 AW 16X37X39 M«-k ft TaaSv-i Coro 1629 781250 674800 Moibc Virtloll <100 LP F L N-S IE// 04 >250 m u AUBT 0 N >125 cm F/S W W MW N N S/1/R/S N 289 OGL 48A70 AW 17/07/01 Maaviaft Abata Ma*unaft Abai a cu CA4 — Goro 1635 781250 675200 Moibc Verbao'a <100 LV F L W-E LE// 03 ISO m u AU D N >125 cm F/S N N MJS N N S/l/U/S N cu CA4 290 DGL 48 A71 AW <6X77/09 Goro 1630 781250 675600 Calcic Vortjsola <100 LV F L W-E LE// 03 >100 m u AU 0 N >125 cm N N N M/S N N S/1/U/S N ciamu CA4/HE 291 OGL 48 A72 AW 17X77/09 Daw* a l*»a« Gero 1618 781250 676000 Calcic Vorbaoli <100 LV FG L W-E N/N/N 04 <100 m Ul AU D N >125 cm N M N ww N N R S^/A/M N CL«/DU mu HE/CA4 292 DGL 48 A73 AW 17X77X79 End a * ft F/Mana* Goro 1816 781250 676400 So<6-Caldc Vorbao't <100 LV FG 0 N-S AT// 05 <100 m c AU O N >125 cm F/S B M-W N MW N N R G^/A/M V N Cl«XX.’/3 CA4ME /SR 293 DGL 49 A36 AW 26X36X79 Drxi ft Ebyea Goro 1827 781000 661600 Endoleplic Vorbaoi <100 LV F L N-S AU/ 03 <30 m u AU D N >125 cm F/8 F N MW N N S R/1/A^ N cornu /SL2 CA4/HE 294 BGL49A37 AW 26X36X79 Cnda* ft FAPana>n Goro 1822 781000 682000 Endoiepi* Vennoia <100 LV F □ NW-SE IE// 03X34 150 m u AU 0 N >125 cm F/S B MW N W/S N N S/1/A/S N CU CA4 295 DGL49A36 AW 28X76X79 Faalft Tadaia Goro 1818 781000 662400 CndoMplc Vertito'a <100 LV F D NW-E LE// 03 >10C m u AU 0 N N N/N/N/N N s SR 290 OGL 49 A39 AW 28X7600 Mai.u-al Abaia >125 cm N N M/S U U Goro 1809 761000 662800 Calcic Vartac'i <100 LV F O N-S LE// 03 >80 m u AU N >125 cm N N N M/S N S/l/U/S N cu CA4/HE 297 OGL 49 A4C AW 26X76X79 Da-« A EVjai D N Goro 1805 781000 66320C Moibc Vertiiola <100 LV FG L NW-SE AT// 04 <200 m u AU D N >125 cm N W N M/S N N G/S/IAVS N CL2mU2 /su CA4/HE 298 DGL 49A41 AW 26X36X79 □aw* ft Etyat Goro 1812 781000 663600 Mo.bc Verbao'a *100 LV FG L N-S AT// 03/04 <400 m u AU O V >125 cm C/SB FM N MW N N S.R/1//VS N cumu mu CA4/HE 299 OGL 49 A42 AW 29X76X79 FndaH ft r/Manam Goro 1810 781000 664000 Mollie Vertiio'a *100 LV F D N-S NE-SW AT// 03XM 150m 1 AU D N >125 cm c.fx: SA M-W N bVS N N S R/Z/A/S N cxsxxi/s CA4-HE 300 OGL 49 A43 AW 26X76X39 Endak ft F/Varia-n Goro 1808 781000 664400 Moll-C Vortiioli <100 LV F D NW-SE AT// 04 150m u AU D N >125 cm M.OS.B M-W N US N N S/l/A/S N [ CLNGL1 CA4/ME i WWDJI In Aiiodallon with ICT Paga >0 Final Fallibility Study ReportFederal Demooetk Uprillc of llhlopU- Mhlktry ©• Walrr Rerourcai Faatftlktv Study and Dalall D»U«n of Bala Caddo Irrigation Ftojart Region Oromia Zone Bale Agro-cllmaUc rone Weyonadoga Annu <1: Dali boa tot Auger Hole Description Sal Survey Study Bal* Gaddula Irrigation Project Morophologlcal Charoetorallca ol Auger Hole 1 1 i I iJ ! «1 5 w M 5 3 B 3 1 $ 11 h « i! p. _a < b a» .11 .ill H .3X3 1.1 1■■tta 1* 3 ji-t au I * PV II? 3LJL h u n 11 . -»-L - V 79/DG/DB ll a ¥■ 1 i ■ Ji B Ji LH dl y Fa»U 179' 781 (XX 6G4BOO Mohlc S/arUiola <100 LV F O NW-SE LE// 03 »100 Hi u AL/ 0 VF >125 cm VF/C N N LWS u u N/N/N/N N CLNG12 XJ CA4/HE AL- ana -r 29/06/09 Gon 1784 781OOC 065200 Calcic Vertiiola <100 LV 0 L N-S LEA 04X3* 200 m u AL/ o N >125 cm M/s.a F-M N M/s N N G/2/R/S N CINGO /■L2 CA4/HE j 07/07X39 Maau/ial Abate 1777 781OOC 665600 Calcic Vertjiola <100 LV F 0 N-SE LDr 03 >80 m u AL/ 0 N >125 cm N N N M/S N N S/1/U/S N Cl 4.-S12 HE/CA4 JU J prji ao not AV 06X37/09 Makunat Abate Gon 1772 7I100C 666000 Caldc Vtrbaoli <100 LV FG L NW-SE N/N/N C4X3‘ >60 m u AL/ 0 N >125 cm N FM N W/W N N RS^/A/M N 3L2/S12 XU.4 HE/CA4 D«M* nam'/oo Con 1773 78100C 666400 Calcic Voroioie <100 LV F L NWSE N/N/N 03 150 m u AL/ 0 N >125 cm F/S FM N M/S N N RS/1/A« N Cl 4X112 /»L2 GA4/HE 1 B(JL 4Q AlQ 11X37/09 Mevxial Abate Gon 701000 666800 Sort-Caidc Vert toll <100 LV F D S-N NXdN 03 150 m u Al? 0 N >125 cm N N N M/S N N S/IAJ/S N OLA'S 12 HE/CA4 nzil JQ A47 A\A 13X37X39 FaM8 Tadata Goro 1768 1722 781000 ■70000 EndolopLt Verliaolk <100 LV G 0 S-N N/N/N 05 >00 m u AL/ 0 VF >125 cm VF/C.S N N M/W U U N/N/N/N N CLV5L2 CA4/HE nr.t no a*>x 1 AV\ 0a«4 4 Dijak Goro 1721 781000 670400 Endo lap be Vartieola <100 LV G L S-N TM/1/10 OS <60 m l,u AU D N >125 cm MF/SB FM N W/R N N R S/3/A/V N SL2^L2 HE nm ao a SO xn 14/07X79 t«4»AA F/Mana™ Goro 1709 761000 870800 Endolop be Vdrtaola <100 LV 0 SW-NE ATO 04 150m u AU O N >105 cm M.F/S.B MW N MAN N N S/1/A/S N CL4/SL2 «L2 CA4A4E ISO 7/09 MaaurieB Abate Gero 781000 671200 Endotepuc Vartioli <100 LV u F L W-E LE// 03 150m u AU D N >125 cm F/S N N WS N N SM/U/S N GL2 HE/CA4 310 am 40 aai AW 15X37X39 Mekuriai AMI Goro 1704 1700 701000 8716OC 1 Caldc Vertnola <100 LV F L W-E LE// 03 150 m u AU 0 N >125 cm F/S N N M/S N N S/1/U/S N 8L2 CA4 Da««i 4 15X37X39 Goro 10M 781000 672000 Hapbc Luvtioli <100 LV FG L SW-NE N/N/N 03X34 <100 m u AU M N >1C0 c/r M.F/S.B F * W/W N N RS1//VM N 317 CJUI <w nm an aas 8L2XJ12 HE AW 15X37X39 De»«4 Elnrai Goro 1677 781OOO 872400 Hapbc Luviioli <100 LV F SW-NE LE// 03 <120m u AU D N >125 cm N M N M/S N N S/1/A/S N CL2/5L2 AU JI J CANHE 0GL 40 AA4 AW 16X37X39 ^—1 4CT it f Goro 1663 781000 672600 Hapke Lwitola <100 LV FG S-N LE// 03X34 <100 tn u AU O N >125 cm F/S M N MM N N R S/l/A/S N CL2XJL2 CA4/HE St'S HOL 49 A65 AW 1G.D7/O9 0ew4 4 Ebyai Gore 1654 781000 673200 Hapfcc Luvitola <100 LV FG SW-NE N/N/N 01*04 <IKm u AU 0 N >125cm V/S M N ma// N N R S/ZA7M N CL4AL2 <■812 CA4A1E lift UGL 49 A66 AW Uabiz«4 16/07X39 Abate Goro 1647 781000 673600 Godr-Cbioc Vartwii <100 LV FL NW-SE LE// 03 150m u AU 0 N >125 cm F/S N N M/S N N S/IAJ/S N CL4 CA4 J17 BGL 49 A67 AW 16X37X29 Feta 4 Teoaa* Goro 1637 781000 874000 SodrCaiac Vortaoli <100 LV G S-SE LE// 05 >100 m 1 CO/AL D VF >125 cm VF/C M W MM U U N^N/N N CIV? 12 CAVHE 318 BGL 49 AM AW 10X37X39 FaU 4 Ttent Goro 1635 781000 674400 MdU Verteora <100 LV GC NW-SE LE// 05 >60m 1 CO/AL 0 VF >125 cm VF/C M w MM u U S/1/A/5 N CA4 CA4 319 QOl 49 AM AA 18X37X39 AMmu 4 T4atun Goro 1624 781000 674000 MoMc Vonnolr <100 IP F N-S N/N/N 04 <200 m 1 AUBT O N >125 cm F/S V w MM N N S/1/R/S N CL2 CA4 320 BGL49A70 AW 17X37X39 FaU4 Tadara I Goro 1636 761000 675200 Mobe Varttola <100 LV FC NW-SE LE// 04 >100 m u AU 0 VF >125 cm VF/C.S M w M/S U U N/K/N'N N CU CA4 321 BGL 49 ATI AW 16/07/09 I4a«u>ia4 | Abate Cera 1627 761000 •75600 Molac Verttoia <100 LV FL W-E LE// 03 150m u AU D N >125 cm N N N M/S N N S/1AV8 N CL2 HE/CA4 Orw* 322 BGL 49 A72 AA 17X37X39 Goro 761000 678000 Mo*c Verb roil <100 LV FG L SW-NE NrN/N 04 <80 m Ul AU 0 N >125 cm N FM N W/W N N R.S/2/A/M N CL2AL2 HEXGM 323 324 0GL49A73 AW 17X37/09 Alate 4 ' 0Ua/i«<'i | Goro 1014 781000 675400 Mota Vertaoia <100 LV FG D NW-SE AT// 04/05 >100 m U/C AU 0 N >125 cm . F/S W N MAN N N S R/2/A/M N CL 3/812 CA4/HE BGL49A74 O 18X17X39 A beta Goro 1690 70)000 678B0C Calcic Vert toil <100 LV UD E-W LE// 06 >30 m V •/. M M/SB N N MR S/2JA/M N 811 HE 325 BGL 49 A75 AW 18X37X39 A«*u aX Aaata Goro 1595 781000 677200 Catac Vertiiola <100 LV FL N-S IE/, 03 >120 m u AU 0 N >125 cm F/S N N MAN N N S/l/A/S N ClVlU CA4/HE 326 OGl 50 A37 KA 26X36XN MiX4 lUa/om Goro 823 780750 662000 Caloc Vertsoli <100 LV F0 NW-SE , N-S LE// 04 150 m u AU M N >65 cm F/SB FM N W/W N N S/l/A/S N CL2 CA4 327 BGL 50 A38 KW * 2 MX. Vi T • 4 Go'o 117 780750 662400 Calcic Vcrtaoli <100 LV FD NW-E LE// 04 >100 m u AU O V >125 cm V/CSB N N M/5 U U N/N/N/N N CL VS CA4/SR 321 DGL 50 A39 W k 26X36X30 t etur-aA SAala Goro 800 780750 862800 Soo-Catoc Vertaola <100 LV FD N-S LE// 03 >70 m u AU D N >125 cm N N N M/S N N S/IAJ/S N CL4 5R/CA4 329 SGI SO A40 / w 0 28X36X39 r«« EU/aa Goro 805 780750 603200 ( Endcopbc Vertkolj <100 LV FO L N-SE ATI/ 33AM <200 m U AC- 0V >125 cm F/SD FM N MAN N N S/l/A/S N CL2/6L2 AL2 CA4/HE 330 3GL5OA41 X w 0 liWri ewil EByai Gwo 805 780750j 663600 Endoleplc Verticil <100 LV ro L N-S AT// 34/05 <150rn U |V VE/OT| o i c >125 cm M F/B.S | F N WAN N N S,IV2/AiM N CL2X3L2 «L2 CA4/HE VAVD51 la AiMMlalloa wt* ICT Mell Final (eatlbllWy Study ReportFederal DemoaaUc Republk of (Ihlople Minlitry of Water Reiotitta fcBiHrlhty itudy and Detail Deilfn of Bale Gedda Irrigation Project Region Oromla Zone Bale Agro-climallc zone Woyenadoga Annas 4.1: Data bate for Auger Hole Description loll Survey Study Balo Gaddula Irrigation Project Morophologlcal Characteratlca of Auger Holo 3 o L. Q i 3 5 i h IL— a □ 5 5 tea a I J in hi 1 h it 30 H 1' 11 0 2 ?! ?s qa I jii b Ifl w H Qll 2 Gh *H *sh H kt > - 11 331 DGL 50 A42 AW 29*06/09 __ ___ Indan 4 F/hlar>a*n Goro 1604 780757 664000 Endo'optc Vert noli <100 LV FD NE-SW.N-S AT// 04*03 150 m u AL/ 0 N >105 F/S MW N M/S N N 5 R/1/A/S N CLS.XM.lr8 CA4/HE /SR 332 DGL 50 A43 AW 29/06/09 Fatal Ta tea a Goro 1801 760741 664400 Endolepbc Vennoti <100 LV F0 NW-SE LEX 03 150m u AU 0 F >175 cm F.C/SO N N M.S U U NWd/N/N N CLS/S CA4/SR 333 BGL 50 A4 4 AW 29.W09 Fail t Tedeee Goro 1803 780750 664600 Ca'oc Vertudi <100 LV F0 NW-SE ID/ 03 >100 m u AU M C 80 cm C/S.B N N M/5 U U N/N/N/N N CLSXMJ CA4/HE 334 DGL 50 A45 AW 09*07/09 Maku-tal Abate Goro 1763 780750 6G52OO HiplK Luviidi <100 LV FC N-SE LEW C3 >140 m u AU D N >125 cm F/8 N N M/S N N S/1/U/S N CLi/SL? HEXA4 335 BGL 50 A4Q AW 0**07/09 Metutiai Abate Goro 1777 780750 565600 Hapke LuWioli <100 LV FC N-SE ID* 03 >100 m u AU 0 N >125 cm N N N M.-S N N S/IAWS N CL 4/5 .7 HE/CA4 336 BGL 50 A47 AW 08*07539 Dwwe 4 Abima-n Goro 1775 780750 656000 Hapbc Luvtaoli <100 LV F W-E LE/N/N 03 100 m u AU D N >125 cm N FM N w/w N N S/1/A/S N CLSXJU /8U CA4/HE 337 DGL50A4* AW 0M17/09 Dawe 4 Aa>eata*n Goro 1774 7B07SC 666400 Hppbc Luvtioli <100 IV FG W-E LE/N/N 01X34 >120m u AU D N >125 cm F/B FM N M/W N N R. S/2/A/M N 80/912 HE 338 OGL 50 A$8 AW 14X37/09 Da-a 4 Ebyee Goro 1724 760750 670400 So*-Cake Verbid* <100 LV G S-N TM.AR/fm.O n OS <50 m U,l AU 0 N >125 cm c/rs/tj F N W/R N N R S/2/A/M N SL26L2 HE 33* BGL 50 A59 AW 14/07/09 Eneah l F/Menan' Goro 1714 760750 670800 So* Calcic Verticil <’00 LV F SW-NE AT SB// 01X4 150 m u AU M N >70 cm M.F/S.B M-W N W/S N N S/1/A/3 N 5L2XMJ7* OLf/CU HE 340 BGL 50 ABO AW 15X37/09 Me*u>»4 Aba’e Goro 1700 780750 671200 So* Calcic Vortlioii <100 LV F F LEW 03 >200 m u AU D N >125 cm F/S F W M/S N N S/1XJ/S N GL2 HE 341 DGL 50 A61 AW 15X57/09 Abce Goro 1703 780750 671600 So*-Calcac Vortridi <100 LV F WE LEW 03 >80 m u AU D N >125 cm F/S N N M/S N N S/l/U/S N OL2 HE 342 OGl 50 A62 AW 15X57X59 F"d»n. a P*Ve<ian, Goro 1690 780750 672000 So*-Ca)cic Vc.uioli <100 LV G k« S-N T M/1/5 05 <60 ir. u.v AU D N >125 cm A« F N S/R N N RSD/A/V N 8L2/DU2 HE 343 BGL 50 A63 AW 15X57/09 0i-< 4 Ebyae Goro 1682 780750 072400 Moihc Venndt <100 LV FG W-E TW1.5/D 04/05 <60 m vu AU M N >85 cm A V/S,0 F N W/W N N R,6/2/A/M N SL2/9( 2 HE 344 BGL 50A64 AW 16X37/09 Dr-e 4 Elya* Goro 1666 780750 672800 Monte Vortno't <100 LV FG L SW-NE TM/1 53 04/05 <70 m u AU M N >100 cm MF/SO F N W/W N N R.S/2/A/M N . cumta /8L2 HE/CA4 345 346 BGL 50 A65 AW 16X37/09 De-< 4 EkfM Goro 1657 780750 673200 Mcltrc Vorbtdt <100 LV FG L SW-NE TM/1/2 04/03 <80 m u.l AU 0 N >125 cm c/s FM N ww N N S/I/4JS N CL2XMJ CA4/HE BGL 50 A66 Goro 1549 780750 673600 Moii»c Vert.toil <100 LV F L S-N LEW 03 >80 m U AU D N >125 cm F/S N N M/S N N S/l/U/S N CU CA4 347 OGL 50 A67 AW AW 16X57X59 16X37X39 Mr*o' at Abate Ma*ua<. Abate Goro 1649 780750 674000 MoAic Vein di <100 LV F• L W-E LEW 03 150 m ; AU D N >125 cm N N N M*S N N S/l/U/S N CL2 CA4 346 OGL 50 A6B AW 16X37X39 AJe^u A Taahur Goro 1635 760750 674400 Moihc VerttoH <100 LP U L W-E LEW 06 >200 m V AUBT 0 N >125 cm ■ F/S V W M.R N N S/2/R/S N CU CA4 34* OGL 50 A69 AW 16*07X59 Memu* Taahur Goro 1619 7BO7SO 674800 Calcic Verbsoil <ID0 LP F L N-S N/N/N 04 <200 u AU0T 0 N >125 cm F/S w W MW N N S/1/R/S N CU CA4 350 BGL 50 A70 AW 17X57X59 Fetl 4 Tadeee Goro 1634 780750 875200 Calcic Vert.toll <100 LV F D NW-SE LEW 04 »100m u AU D VF >125 cm VF/C.S M w M/S u U N/N^N N CU CA4 351 BGL 50 A7I AW 16X57X59 MeMxiel Abate Goro 1625 780750 675600 Calcic Vortnoii <100 LV F L W-E LEX 03 150 m u AU 0 N >125cm N N N M/S N N S/l/U/S N CU CA4 352 OGL 50 A72 AW 17X57X59 Drwrt AFbym Gero 1616 780750 676000 Calcic VertrlOll <1D0 LV FG I W-E LDN/N 03/04 <120 m u AU 0 N >125 cm N M M WW N N R.S/1//VS N CUXJU HE/CA4 353 BGL 50 A73 JtW AW AW 17X59X59 EndaM F/Mer.am Goro 1612 780750 676400 Ca'oc Vertndi <100 LV G I W-E. SW-NE AT// 05 >100 m 1 AU 0 N *125 cm F/S W N M7W N N S R®/W , N CU CA4/HE 354 355 356 BGL 5OA74 BGL 50 A75 16X37/09 M«*ma4 Abate Goro 1602 780750 676800 Calcic Vortisolt. (Hunte <100 LV F L N-S LEW 03 >200 m u AU 0 N >125 cm N N N M/S N N S/l/U/S N CU CA4 16X37-09 Ue*u>n4 Abeta Gero 1590 780750 677200 Endo'opbc Vertaold <100 LV F L W-E LEW 03 >100 m u AU D N >125 cm F/S N N M/S N N S/1/A/S N CL4/3U CA4 BGL 51 A3B AW 28X56X59 Fa«n4 Tadate Goro 1807 780500 662400 Endolopbc Vertisols <100 LV F O NW-E LEW 04 >100 m u AU D V >125 cm V/C.S F W M/S U U N/7WN/N N CL4 CA4 357 BGL 51 A39 AW 26X56X59 Mekunal Abate Goro 1810 780500 662800 Endoleptic Vertiso i <100 LV F D N-S LE// 03 >130m u AU D N >125 cm N N N M/S N N s/i/u/s N CU CA4 35B BGL 51 A40 AW 26X3609 4 Etiyat Goro 1804 780500 663200 Enddeptrc Vert toll <100 LV FG L N-S AT// 04 <100 m u AU M F >100 cm C/SD F N WW N N N/N/N/N N S/CL/SL2 OU CA4/SR /HE 35* BGL 51 A41 AW 28/06TO De»« 4 EVyat Goro 1776 780500 663500 Endotcpt-c Verbids <100 LV FG L N-SE AT// 04 <200 m u AU D N >125 cm N FM N M/S N N SfW2/AJV N CU/3U /*U CA4/HE 360 BGL 51 A42 AW 29X56X59 Fndabi f /Ma rem Goro 1802 780510 564000 EndoIopt c Vertisols <100 LV F O NW-SE AT// 02 >200 m u AU D N >125 cm V/S MW N M/S N N S/WA/S N **CLS | CA4/SR WWDSF In Allocation with ICT L •> Page 12 Final Fallibility Study ReportFederal DamocrrUc RepirbUc of tlhlcpla Minlrtry of Water Retuurret feailblDty Jwdy and Detail Dealt- of Bale Gldula IrrlfaUon Project Region Oromia Zone Balt Agra-climaUc xone Weyenadoga Annea 4.1: Dau bate for Auftr Hol* DeiolpHon toll Sunray Study Bal* Gaddula irrigation Project Moropholofllcel Charactarstlca of Augor Holo i 5 i I I i 1 h a •V 3 s 3 • 1 u 1 1 ill JJ h 1 > ”1 --- kIt H ill H . XUA 1 1H 3 <K ar h F ft —-.------ h h 0 II ;a 5u I Lh L II !! J1 Fatal GOTO 1796 7BO5OC 684400 Ca/oc Vent toll <100 IV F 0 NW-SE LE// 03 >100 tn u AL/ D F >125 cm F.C/S.B N N MTS u nJi u N/N/N/N N CLS/OO HEXA4 Faaaft 1QXMUOQ 1795 7 BOX* 664600 Hapuc Lwiftolt <100 LV F D NW-SE LE// 1 03 >100 m u AU O C >125 cm c/cs N N M/S u u WN/N/N U CLSA3L2 CA4/HE I O4AJ7X0 lit x nt A Aoe1* DeMI AJxha- 1781 /B050C 665200 HapUc Lwitolft <100 LV F 0 N-SE LE// 1 03 >50 m u AU 0 N >125 cm F/S N N M/S N N S/1/U/S N CL6/SL2 HEXA4 364 1776 76O5OC 665600 Hapbc UnrisoU <100 LV F 0 N-S LEA/ 03 >100 m u AU D N >125 cm N N N M/S N N S/1/U/S N 3L7 HE 08X7X9 Goro 1775 76C5OC 666000 Hapbc LuviftOl* <100 LV r L W-E LE/N/N 03 150m u AU 0 N >125cm N FM N M/S N N S/1/A/S L L16X7X9 N BL2/3U HE Da— I th«> Goro 1662 7BC5OC 673200 Scdi-Caloc Vodiftot <100 LV G L S-N TM/l 5/N CS <50 m v.u co. 0 V >125 cm MC/SB F N S/R N N R SX/A/M N su/.au ME 16X7X9 16X7X9 Meuaiat AOeW I Go*o 1656 760500 673600 Sod-Calcic Vertiftof* <100 LV F L S-N LEA/ 03 >35 m u AU 0 N >125 cm F/S N N wrw N N S/1/U/S N 611 1- UaMX«A AOT* 1 Goro HE 1650 780500 674000 Sodr-CaJcx. Vortiiole <100 LV F L W-E LE// 03 >100m u AU 0 N »125cm F/S N N Mu'S N N S/1/U/5 N cu CA4 16X7/09 A——> 4 TUAwn Coro 1635 740500 674400 Sodt-Calcic VerbftOli <100 LP F L W-E LD/ 04 >250 u AUBT M N >60 cm F/S M W uw N N SH/R/S N cu CA4 Fa** 4 17X7/09 Goro 1625 760512 674600 SorS-Calcic VarbioU <100 LV F D NW-SE NS GLO 05/2 03 >100 m c.l 2E.BT/A S M 25 cm M.C/S B F W MWV U U R/1/XM 370 N &L2/6A4 HE AW 17X7X9 Fa*44 Taoata Gore 1030 760500 675200 Sodr-CalCK VcXftOll <100 LV 0 0 N-S LE/Z 05 >100m u AU D VF >125 cm VF/C M w MW U u N/N/N/N N CL4 CA4 372 DGL 51 A71 AW 16X7/09 ■■—-./ Aaata Goro 1627 780500 675600 Ver»c LeplotoU <100 LV F W-E LD/ 03 >200 m u AU 0 N >125 cm N N N M/5 N N S/1/U/S N CU CA4 171 fiGL 51 A72 AW 17X7X9 Da—4 Ihn Goro 1617 780500 670000 Vertc Lep'.oftoli <100 LV FG W-E LE/N/N 04 <90 m u AU 0 N >125 cm N FM N M/S N N HSW/A'M N cuxu HE/CA4 RGL 51 A73 AW 17X7/09 U>4—ft FnA»»» n Goro 1613 760500 676400 Mote. VerVtoli <100 LV F WE LE// 04 150m u AU 0 N >125 cm v/s W N MTW N N S/1/Ar*S N cu CA4 375 378 full 51 A74 AW Uatueuft 16X7X9 Aaa^ G«<0 599 760500 676800 Mote Vadrftoli <100 LV F W-E LE// 03 <40 m u AU D N >125 cm N N N M/S N N SI/OS N 8L2 HE JJGL 51 A75 AW 18X7X9 Da—4 f fcya* Goro 1582 760500 677200 Moire VaXiolft <100 LV FG W-E N/N-'K C4TO5 <90 m IC AU D N >125 cm c/s FM N W.W N N R S/2/A/M N CL4XU /•L2 HE/CA4 377 8GL 52 A39 AW* — Max-jul AX-ala 28X6X9 Goto 1797 780250 662600 Mote VaWKdi <100 LV FC N-S LE/Z io >120m u AU 0 N >125 cm F/S N M/S N N S/1AJ/S N CU CA4 378 DGL 52 A40 AW 28X6X9 Da— 4 £>/«• Goro 17M 760250 663200 Moflrc VeXftolft <100 LV FG L N-S MM 01X4 <IOOm u AU 0 N >125 cm V/SB F N W/W N N S/I/XS N CL2XL3 /MJ CA4/HE 379 DGL 52 A41 AW 28X6X9 Da ft Eayat Goro 1776 780250 0.3600 Calcic Varutoli <100 LV FG L N-SE AT// 04 <200 m u AU 0 N >125 cm N FM N M/S N N SIV2/XM N 0L2/6L2 ZCU CA4/HE 360 BGL52A42 AW 29X6X9 L—bAX F/Uanam Goro 1799 760258 664000 Ceoc VeXtoit <100 LV F0 N-S, NW-SE AT// 03 >200 m u AU 0 N >125 cm F/3U M N M/S N N SRT/Art N 6/CL6 SRAiE 381 BGL 52 A43 AW 29X6X9 Feta ft Tode»e Gore 1795 76O25C 664400 Caioc Vortjftote <100 LV F0 NW-SE IE// 0) >100m u AU 0 F 115 cm FC/SB N N M/S U u WN/N/N N CLVGL2 HE/CA4 m24 DGL 52 A44 AW 1VM9 Feed 4 Taaete Goro 17M 7&O25O 664600 Ca<oc Va/iaoH <100 LV G0 NW-SE LE// 05 >100m u AU 0 V >125 cm V/C 8 W W MS U u N/N/N/N N CL6XU CA4/HE 383 BGL 57 A45 AW 04X7X9 M— S*l AC eta Goro 780 760250 665200 Caioc Vena oil • 100 LV F0 N-SE Lfc/z 03 >60 m u AU 0 N >125 cm N N N M/S N N &/I/U/S N CL4XL3 HE/CA4 384 DG< 52 A46 AW 09X7X9 <a^r.*t Aaala Gcxo 778 780250 665600 Caoc VerVfto/i <100 LV F0 N-SE LE// 03 150 m u AU 0 N >125 cm F/S N N US N N S/l/U/B N CU CA4 biaux.il M51 DGL 52 AB 7 AW 16X7/09 Aaate Goro 650 780250 674000 SoO-CMoc Verbftcfft <100 LV FL N-SE LE/Z 0) >70 m u AU 0 F >125 cm c/s N N w/w N N B/l/U/S N 6U HE BGl 52 AM AW 18X7X9 —me ft A»A— Goro 637 763250 674400 Caldc Vartioli <100 LP FL W-E N/l./N 03 >250 m u AUDT 0 N >125 cm F/S W W M/S N N &/1/R/6 N CU CA4 397 DGL 52 «'> LW 17X7X9 >Ul 'aftaw Goro 627 760250 674600 Cndoiapic Vartrftol* <100 LV GD B-N IE// 05 >IOOm u AU 0 C >125 cm C/CS W W M/S U u 5/1/AZ8 N CLMQU CA4/ME2 388 389 390 BGL 52 A70 LW 17X7X9 a»< ft 1m«h Goro 672 790250 •75200 Endofept-c VaruioW <100 LV GD N-B LEA 05 >100 m 1 AU M VF 80 cm VF/C S M W U u N/N/N/N N ME2/CA4 BGLS2A71 LW 17X7X9 A >au/al W« Goro 1 625 760750 675600 Endolepte Ve/biofi <100 LV FL W-E LE/Z 03 >200 m u AU 0 N >125 cm F/8 N N M'S N N B/VU/S N CA4 BCL 52 A72 1W C 1707X9 •a— £>/m Goro ]1 613 ’60250 876000 OdoGp’x. VerticX* <100 LV FG L W-E LE/N/N 03X4 J <l00m u AU 0 N >125 cm N M N W/W N N R 6/7'XU N CUXU CA4/HE WWDttM Aai itton wrth >ci F.i*n Final r«ailbMHy }Ndy Reportlad*«*l Oamantllc Republic i>< liMopla- Mmi»i»y o< Walar Reiourci I aailbltty Study and Detail D*tl«n of tala Otdula InlfalVn r»o|*rt Annas 4.1; Oala bait for Aupar Hole Oatulpilo* S«N Survay Study Gadduia Irrigation Projocl Morophoiogical Chancterallca of AugarHola Region Oromla Zone Dale Agro-cllmallc lono SI MR ' DGl MAH I7XJ7XN E"do’i»pi/C Vort,*oli R/1/A/S cA4frie DOl 5? A74 1M7X79 I Ai-at* 780250 EndoVpbc Varnioli > 125 cm CA4/HE DQL 52 A75 BGL 53 A40 jOa-4 1607X79 I tij.. 29X76X79 F'ynt Oaol 2606X79 !■»>»< 760750 780000 Endokplic Vamaoii Cndoioptc Vodlaoli >125 cm >125 cm n.shwvm R B/J//VM 780000 | 883800 EndoUplic Vartioli DOL S3 A42 DOI S3 AU AW, 780000 604000 29.VW9 DOL 53 A44 AW 29WO9 >126 cm >’25 cm " 5/2/A/M DGl S3 A45 AW DGL 53 A68 AW 09X1X29 I6O7XN CiiocVanioii C alec Vary*oil Calcic Vantoii Hapfcc luvlioli R M/A/U IL2Kl.LT tv nor i« HE/CA4 HcXAA CA4/5T /HE SRAID ME/CA4 HLCA4 DGl 53 A60 AW 17X77/09 OGL 53 ATO AW 1707/09 SH/R/S N/N/1VN HE2/CA4 DGl 53 ATI DGL 53A7J DGl 53A73 PCLS3A74 DGL 53 A75 17/07/09 17K17O9 17/07/09 18X17/09 16/Q7X9 Hapac Luvlio’i 575200 Hapbc Lwiiola Mapfre luvlioli SotfrCak/c Vomoia So*-Cekic Vortiaoli Sod^Cakic Vanioii 677200 Sod. Caioc Vortnolt SodvCajoc Vamioii LUN/N >125 cm >125 cm >125 cm >125 cm >125 cm >125 cm >12 5 cm >125 cm >125 cm rb/2/a/m RS/2/A/M &/01/A/S HE/CA4 HE/CA4 DGL 54 A41 AW 29XMO9 DGl 54 A42 AW, 29XRVO9 DGL 54 A43 AW 29XW.W DGl 54 A89 AW 17/07X79 779750 779750 664000 770750 Vartlc Lapioaoh R S/2/A/U R.S/2/A/M nsn/Ku S/1/A/S HEXA 4 HE/C A 4 DGL 54 A7Q AW 17/0709 T*a««« DGl 54 A71 AW 17/07X79 DGL 54 A72 aw 17X)7X>9 DGL $4 A73 AW 16X77/09 778750 674800 Vartc lapiotoli 779730 875200 Vartic Loptoapia 779750 675600 Moihc Vanao'a 779750 076000 Voile VorUaolt 779750 676400 MalK Van,ion 779750 676800 779750 677200 Calcic Ventoii 779500 J76000 Cakic Vennoit 779590 676400 Calcic Vcrtiioia S/I/AS m-AAi R S/2/A/M N/N/N/N HE/CA4 OGL 54 A74 BGL $4 A75 DGl 55 A72 BGL 55 A73 AW AW 1607X79 1607/09 I7X77X7B 1607X76 >125 cm BGL S3 A74 J8X77/O9 779500 , 678800 Caioc Veniiola >125 cm >125 cm R.S/1/A/S R sn/A/v N/N/N/N U/N/N/N WWOSF In AnortatloR with ICT Final Faailblllty Study RtpoH••n X 1 d 3 3 I 3 3 3 1 3 UJ U UJ u 3 3 I3 U X J UJ X U X Js U X J UJ X § 3 U X Ju X •2 X I ***d u S3 u J d h 3 d i a a 53 ?3 a ois is u h 1! d a d 2 1 r 2 2 i J 3 2 z z z larpuij z z z z z z z z z z z z z z z z z z z z z Z z z z z z 3 lopvry/iJ UO'.MSjg a i in I 1! ar > 1 ar I 1I 1 ? § I a 11 § C5 z i 9e 1 § 5 1 1i i § 5 5 5 1 § a 1 a iButpoou z z 3 3 z z 3 3 z z 3 z z z Z Z Z z z z z z z z z z z z z z »»n AW*W»J*»WM « z 3 3 z 3 3 z z 3 z z z z Z z z z z z z z z z z z z z rn/.r-j/it. , :a*«wi«<Q I i s i i iA 3 s i s I i i i i i I s m 2 s I ¥ 2 s s ■■A 3 I a £ r i £ tk>)|r»s z 2 2 z z f z s 2 2 z z 2 z z z z z z 2 2 2 z z 2 z z z 2 3 z <P<O z i > 2 2 2 z 2 2 2 2 3 2 2 2 i 22 2 5 2 «? > 2 z z z z > z z z z z z z 3 z Ire /•□) z a s in g to £ > I £ 4? u. 6 V, Q S w 5; v> a ■ u. 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S3 ax a M o Mr> r* rA M E s o v w a «• CM 3 r% < •< 0 AT M 41 •* a r* 3 M o 2 aradar al Dewiooa’lr Republic of ttMopla- Mtnliiry of Waler Resourcei leaUblllty Study end Drlall Dealfn al Rak Gadute Inlfalloa Pio|en Raglon Oromla Zona Dale Agro-cUmailc tone Weyenadega Annas 4.1 J Dale bale for Ai»<ar Holo De»<rlpiloo Soil Survey Sludy Data Gaddute Irrigation Pro|act Morphological Charactorvtlca •< Auger Holo 2 J § JO—. 1 Q 1 1 k < a 5 5 5 3 I• J 1 ilb IS hl II h H ib - 1* y 8 j! h H 1 1 h 2? II ac J h H 111 H 31 _ 451 0GL3-A6 AW 20707/09 Aotwai Abate Goro 066 792500 649600 Vert/c lepioaoli *100 LV FD W-E aio in 03 »50 m u AU 0 N >125 cm N.^ N N M/S N N 8/1A//S N 8L2 HE 452 8OL4-A3 AO 200)7/09 Mitu I iyouate -nennr 998 792350 646400 1 ip'ic NrtitOllOll (Humrc -100 "^T LV UR M W-E LE// 060* <50 m V CO/ N A/SMC N N W.-R N N N/N/N/N N Sil HE 453 UGL4-A4 AW 204)7/09 Alenxi 4 Taa jn 1 fc Goro 1971 792279 848790 Vortic Laptoiola <100 LV ai l W-E N04/N 05 »200 m V CO/Au 0 N >125 cm C4J N N W/W N N S/1/R/S N Oil FN1 454 DGL4-AS *J**u I Taa»>ia, Gore 1955 792250 049200 MoR< Vann olt <100 LV FD W-E N/N/N 03 >200 m u AU M N <70 cm N/N N W VS N N S/1/TVS N on FN1 455 DGL4-A6 AW. 20070)9 aw! 20074)9 SMuriot Abate Goro 1965 792250 649600 MoRic Vonitolt <100 LV F0 W-E GiXti OSH 03 >00 m u AU 0 N >125 cm N/N N N UZS N N SM/U/3 N Sl2 HE 456 GGL4-A7 AW 204)7/09 De^i Oyaa -j 1962 792250 650000 Calcic Vertteoli <100 LV FG L W-E am 6 0 02 04/03 <80 m un AU D N >125 cm N F N W/W N N R 8/7/A/M N 80/012 HE 457 BGL5-A5 AW 20070)9 *»«u 4 TrfaAun Com 1973 792OOO 649200 CatacVertnote <100 LV FL W-E N.’NiN C4 <!50m V AU 0 N >125 cm M/s,n N N M/W N N S/1/R/8 N BL2 FN2 4 58 BGL5-A6 AW 20X70)9 Meti/nl Aba’e Goro 792000 649600 Calcic Vertnoli <100 LV rC N-SE am4/ 0 003 03 >100 rn u AU D N , >125 cm N/N N N M/S N N S/1/U/8 N CIV 812 HE/CA4 459 DGL5.A7 AW 2007X9 0a*< 4 Cijai Slnanm 1981 792000 050W Calac Vertnoli <100 LV ra WE ID/ 030)4 <100m u AU D N >125 cm v/c F N M/S N N S/1/A/5 N 812/BL2 HE 460 DGL6A5 AW 20X7X9 AJamui r«ehu- Goro 1981 791750 649200 Calcic VemicJi <100 LV FL W-E N/N/N 04 >200 m V AU S N <40 cm c/so N N W/W N N S/1/R/S N BO HE1/FV2 461 DGL6-A8 AW 20X7X9 Ur'wil Abate Goro 791750 640600 Calac Veniiolt <100 LV F W-E LED 03 -40 m u AU 0 N >125 cm N/N N N M/S N N B/1/U/S N CLV3O ME/CA4 462 DGL&-A7 AW 20X7X9 Daw* 4 Ciyta I960 1961 791750 650000 So<b-Calc>c Vennell <100 LV F SW-NE IE// 03 <140 m u AU D N >125 cm N FM N M/S N N S/1/A/3 N CU4/tMJ SO HDCA4 463 0GL6-A6 AW 2007X9 DawU I C*yat inann Sirvanm 1962 791750 650400 Scdi Calcic Vertnoli <100 LV FG W-E N/N/N 01/04 <90 m u AU 0 N >125 cm N F N M/S N N R S/2//Vtjl N 90/110) HE <64 0GL7-A5 AW 200709 Aia»*u 4 TilaSw" Goro 1993 791500 640200 Kapbc NRnoliote <100 LV G W-E N*N/N 05 <00 m V CO/AL V N <20 cm r/s N N W/R N N S/2/R/M N 80 FN2 465 0GL7-A6 AW 200709 Metunil Abate Goro 1961 7B15OC 049600 Hapfec N<lnoteote <100 LV F 3 W-E LED 03 >50 m u AU 0 N >125 cm c/s N N M/S N N S/1AJ/S N 312X15 HE/CA4 466 DGL7-A7 AW De*o 200709 It E*yat E»m*nn 1959 791500 650000 Calcic Vertnoli <100 LV F L SW-NE LED 03 <200 m u AU D N >125 cm N F N M/S N N S/1/A/S N C14/8L2 /•O HE/CA4 467 DGL7-A8 AW 200709 De*-' 4 E*yae S»n«ftn gvo? 1953 791500 6S0400 Calcic Varwiote <100 LV FG L W-E /0 1 04/03 <80 rn l/C AU 0 N >125 cm N F N W/W N N R S/2//VM N 10/90 HE 46B BG16-A5 AW 200709 Alemu 4 YOaAvn Goro *005 791250 649200 Calcic Vortnola <100 LV a L W-E N/N/N 05 <50 m V CO/AL s N 45 cm C/S N N W/R N N S/1/R/S N 011 FN2 469 DGLB-A6 AW 200709 Mebuna4 Abate Goro 1964 791250 649600 Calcic Veniiota <100 LV FG D W-E LED 030)4 ISO m u AUCO 0 N >125 cm C/S N N M/S N N 8/1/U/S N CO CA4/HE 470 BGL9-A7 AW 200709 Da** 4 Ea»ei S nann 1959 791250 650000 Molhc VortnoU <100 LV F L SW-NE LE// 03 <383 m u AU 0 N >125 cm N FM N M/S N N S/1//VS N CU/8O ®O HDCA4 471 BGLB-A8 AW On* 200709 4 E»yaa Sin* nr 1955 791250 650400 MoNic Vemtoll <100 LV F L W-E " cm 4 /50H 03 <150 m u AU D N >125 cm N F N M/S N N S/1/A/S N CL4/8O /SO HE/CA4 477 473 DGL9 K5 AO Atemu 4 200709 iTaahur +—" Goro 1963 791000 649200 Motec Vanlaote N/N/N •/• N NN N N N/N/N/N N DGL9-A6 AW 1 Maximal 700709 Abate 4- ------ Goro 1965 791OOC 649600 Malic Vonnola <100 LV G/F D W-E LE// 04/03 >100 m u AUCC 0 N >125 cm C/S N N W.'S N N S/1AJ/S N so HE 474 BGL9-A7 AW [Or— 200709 Smann c1961 791000 650000 C al etc Vertnoli <100 LV F L SW-NE LED 03 <!60m u AU 0 N *125 cm V/S F N WS N N S/1/A/S N co/so /so CA4/HE 475 BGL9-AB AW 200709 EbdeA 4 F/Manam ! • anr <1959 791OOC 650400 Moiiic Vennote <100 LV F D /-SE SW-NE \ AT.LED 03/34 >100 rr 1 AU M N >90 cm v/s F N M/S N N S R/2/A/S M N 011/10 0X4 CA4/ME 476 0GLIDA6 AW 200709 MHirteA Abate JSiMnr 1964 79075C 649COO Mollie Vertnoli <100 LV G 0 W-E LE// 05 >50 m u AUCC S N 50 cm as N N W/S N N S/2/N/S N »L1 HE 477 BGL10-A7 AW 200709 De** 4 Ebyat blrtanr u 1956 79075C 650000 Calcic Vertiioli <100 LV F L W-E LED 03 dBOm AU D N *125 cm V/S FM N M/S N N S/1/A/S N CO0JO mo CA4/HE 476 BGU0-A1 AW EndaA 4 200709 F/M«na*n B>r\anr 4 196C 79075C 650400 Calcic Vonn oil <130 LV F D W-E at.le// 03 <1S3 n U/l AU 0 N >125 cm c/c.s F N M/S N N R G/1/A/M N on/so X14 CA4/HE 479 BGL11-A6 AW 200709 Maximal Abate Goro I960 79050k 649600 Sodi-Calac Vertliote <100 LV U 0 W-E LE// 06 >25 m C AUC( 3D F >125cm C/S C N W/S N N ST2JNU N 6L1 HE 460 BGL11-A7 AW 200709 Fan 4 Teaaie (sinanr w 1956 79050C 65000C Calcic Vonjicii <100 IV £ 0 S-N LED 04 >100n ut D M >125 cm M/CS N N M/S U N 1 ClS/GO CA4/HE WWD5C In Aliod.'-lor *1lh I CI Pace 16 final Feasibility Study Reportfederal Damoaatx Bepubkc al llhlopia- Ministry of Waler Retauren FeaaQsIVty Study and DaUU Design of Bate Gadula b'lgalloa Froje« Region Qromia Zone Bate Agro^limatlc xonc Woyenadega Aanaa 4.1: Data bate for Auger Hole Data Ip 11 on Soli Survey Study Bale Gadduli Irrigation Project Morphological Charactentice of Augar Hole i1a5 i 8 J * H 8 «te • k S 5 1 5 5 t »> ill u -M-le h a; o i 8 A. lL h 2 ae 3> H ii. Ik n !! l! W-lfl— J n JUL h H ■I l .ii. n 11 tl ai 1 ll H H------------------- E y 7QA17/D0 111 I I 1L J1 Feel t 195* 790500 b 504 00 Calcic Vortic'i <100 LV F 0 W-E AT.LE/7 03 150m u Ab’ 0 N >125 cm N F N ws N N S/’./A/S N 8L2/CL5 CA4/HE Fad I 20/07/09 J 1959 790250 650000 Calcic Vert toll <100 LV F □ 5-N LE// 04 >100m u AU 0 M >125 cm M/C.S N N M/S U U S/2/A/S N CkSXJU HE2/CA4 EnCaA 4 20X77/09 1956 790250 850400 Calcic Vartioli <100 LV F D iNW-SE. S-W- AT.LE// 03 150m u AU 0 N >125 cm N F N M/5 N N S^/ArS N CiSrtU CA4/HE Fed I 20X77/09 1965 790000 650000 Click Vorttok <100 LV 0 0 S-NE LET/ OS >100m u AU D c >125 cm ex: s N N MJW U U N/N/N/N N Cl NOLI HEXA4 &xan A I ---------- ' 20X77/09 1053 790000 650400 Calcic Verticil <100 LV F D NW-SE W E AT.GW 03X24 >100 m u AU D N >125 cm N FM N M/W N N S R/2/A/S N CISrtU CA4/HE 2007/09 ICnoa* A fi«n«nn 1959 790000 650800 Cekic Verticil <100 LV F 0 W-E AT.OW 03 150 m u AU 0 N >125 cm v/sc FM N M-S N N S/2/A/S N DLl/BlJ CL5 HE/CA4 pnt 14-A7 AW 1 2OA77/O9 AW 20/07X79 Fad A 1MHI • -n»' - End**. A I. nj-n 1970 789750 — 650000 Sort-C*Joc Verticil <100 LV G L S-NE LE// 05 )S0m u AU VS C 20 cm c/cs N N M/W U U S^/A/S N CIUOU HE/CA5 1051 789750 650400 Sort-Caloc Vera loll <100 LV F D NW-SE W-E AT// 04 150m 1 AU 0 N >125 cm V/S FM N bVS N N S/2/A/S N CLMU CA4/HE BGL14-A9 1054 789750 650800 Sodi-Cakic Vertaoli <100 LV F D AT.GW 03 150 m u AU 0 N >125 cm N FM N M/S N N S^//VS N nurtu zcu CA4A1E nr i 1S-A7 AW AW 70X17/09 20X77X7 Endak A F Wj- KZS . nr.i is. ax |Fad A 9 > date Sinann 10 76 789500 650000 Hapllc N/fcioitoii <100 LV R L SW-NE LE// 07 >50 m u WUAL 5 C 25 cm c/s 0 N N s/w U U N/N/NZN N an HE2 AW 20X77X79 End* AA f/U*n»rr> f>ina'"n 1950 789512 OS040C Haplic Nrvaofioii I <100 LV F D NW-SE LE/T// 04 150m u CO/AL 0 N >125 cm V/S M N M/S N N S.R/2/A/S N CL3/BU CA4/HE EdakB 2 ---------- BGL15-A9 AW 20X77X70 F/Ua'larn ar - 1951 789500 650600 rtapl.c Nrtdotioli <100 LV F 0 WW-SE W-E AT 01// 03 150m u AU D N >125 cm N F N MS N N S/2/A/S N 3U/DL2 XM.1 HE 403 BGL16-A7 AW 23/07X79 rad A Tadata 1997 769250 650000 Hapbc NieioUoli <1DC LV R M S-N LE// 07 >50 m u WE/AL VS C 15 cm C/C.S N N S/R U U S/1/A/S N 8LVGL2 hE2 404 BGL16-A* AW 20X77X79 Fad A Tadat* — Sinanni 1957 789250 650400 Vertc Laptoaoli <100 IV O L SW-N LE// OS >50 m u AU D VF >125 cm VF/CS N N W/S U U N/N/N/N N ClirtU CA4/HE 405 BGL16-A9 AA 21X77/09 Faed A Tad*.. iinannt 1950 789250 650800 Vertc Lepktoii <100 LV L D S-N LE// 02 >100m u AU 0 N >125 cm N M W M.E U u N/N/N/N N CLSXU2 CA4/HE 406 BGL16-A10 AW 21X77/00 Fad A Tadaaa >4wannj 1952 789250 651200 Vertc Lop lot oil <100 LV F D N-S GL/O.03/15% 03 >100m LD 0 N >125 cm N M w M/S U u N/N/N/N N QUrtlS HE/CA4 407 BGL17A7 AW 20-07X79 Fed A T*4»l» Go'C 2021 769036 850000 Vertc I oploioU <100 LV S M S-N LE// 08 >20 m u WE/AL vs C 15 cm C/CS N N S/R U u 8/1/A/3 N UJWrtl HE 498 BGL17-AB AW 20X77X70 Feed A Tadeca EiMflM .M. 78900C 650400 Caioc Vartwte <100 LV G L 6WN LE// 06 >S0m u AU M VF 60 cm VF/C N N SM U u N/N/N/N N 016/BH CA4/ME2 4W 500 DGL17-A9 AA 21/07X70 rad A Tadaaa ElMM 1953 789000 650800 Cakx Vorb toll <100 G 0 5-NE LE// 06 >100 m 1 AU 0 N >125 cm N M W M.S u u N/N/N/N N CLMOL2 CA4/HL2 BGL17-A10 AW 21X77X79 Fadi Tteaaa ..nanr, 1953 769000 651200 Caioc Vc/Vaoii <100 IV F D N-S GL/0O5/I0V. o’j >50 m u AU 0 N >125 cm N N N M/S u u N/N/N/N N OL2X:iS HE2/CA4 501 BGL18-A* AW 20X77X79 FatdA Tadad jnaan, 1973 78*750 650400 C Blue Verts oil <100 LV 6 L SWII LE// Od >30 m u AU s C 25 cm C/C N N s/w u u N/N/N/N N Bl 1/OL2 HE 502 BGL’8A9 AW Uaiiuna A Ataia G<X0 1960 788750 650600 C aloe Vert toil <100 LV F 0 W-E LE// 03 >200 m u AU 0 N >125 cm N/N N N M/S N N S/1AJ/S N CL4 CA4 $07 DGH6-A10 AW 21X77/09 ad A tadaaa inarm 1054 788750 651200 CakK Vernon <100 LV F 0 N-S H/HM 04 >100m u AU D N >126 cm — N M W M/S U V N/N.'N/N N CIVCL2 HE2/CA4 504 tKJLlB-AII AW |F»dB 21X77X70 Tettet. xrenn, 1957 768750 651600 Calcic Vertioia <100 LV 0 D NEE GUO 05/15% OS >IOOm u AU M N 00 cm N/N M W vs u u N/N/U/N N Qt2/C15 HE2/CA4 SOS BGL10M aw* 21X77X79 ulaa^u GOrt 1072 7880381 650572 Cakk Vert loll «100 LT a M W-E LE// 05 >20 m c AU M N 60 cm F/S N N W/W N N S/2/A/M N BUI HE 50C DGH9-A9 AW 21/07X79 rfakunaA data Goro 1961 788500 850800 SortXakk Vartioli <100 LV F/a D W-E LE// 01/04 >60m u AU M N 50 an F/3 N N W/W N N S/l/U/S N BL2 HE 507 BGL19-A10 AW 21X77X79 add adaaa wanrj 955 788500 651200 Hapke N.iuolioit <100 LV 0 N-S LE// 04 >100 m u AU 0 N >125 cm N N N M/3 u u N/N/N/N N M BGL16-A11 AW 21XJ7X79 ad* •daaa ■rir.ru 947 788500 651600 Calcic Vert toil <100 LV F 0 NW-SE ai/owo 15 04 >100 m u AU 0 N >125 cm N N W M/S u u N/N/N/N N 500 BGL20-A9 AW 21X77/09 Aaaix-aX Mia Date 961 788250 650800 Cakrc Vertioii <100 1 IV F/O 0 W-E LE/01rt4/ »80U ► 80 m u AU 6 N 43 cm F/8 N N W/W N N S/IAJ/8 N 510 BGUO-A10 AW A 27X76X59 ateidaA «na/vj 950 788250 651700 Cakk Vartioli <100 I LV F| L W-E ID/ 02 >200 m V AU 0 N >125 cm N w-w N M/S N A^ S/IAVS N >12 CA4 WWVSf In Adodlatka wit* ICT FageP IteaHaaiXlbty Study ReportFodaral Damocr atK RapubUc ol (lMopla- Mink try of Water Raaov'cai faatlbUiry Study and Detail Detlgn of t»l« Gadula I nig alien Fro|et1 Annea 4.11 Data baia for Auger Kola Oarcrlgtlon Sod Survey StudyAtmR|I»• 11*MI 1 2 $ 5Fadesal Democratic Republic of tthicpla- Ministry of W iter Retaarcei FeasIbHity ttudy and Detail Design of Bale Gaduli Inlgitlon Protect Region Oromla Zone Bela Agro-cllmalic lone Weyonedega Annea 4.1: Oete bale for *u<er Woke Description $oll Jurvey Study Bala Gaddula Irrigation Prole cl Morophoioglcal Cha ra elan ilea of Auger Hole i _____ u______ 8 U iL 2 0 1 L. 1 i_ . h X ■ ? 5— 2 i & s Ji !! p 5 c J H b H I' , 0 2 IT ll 11 ai E J HI I? ti d0 I 1 2 »• h I I■=«t - 54 3 5? AH -C31 — 571 572 BGL27-A20 AO 24/06X79 Tadasa Gom 931 786500 655200 Calcic Vortiiois <100 IV G D NE-SW N/N/N 05 <100 m u V 0 D/C.S N N W/W N N S/1/R/S u GU HE2 BGL27-A21 AW 24/06/09 Dr*< LEbyas Goto 1932 786500 65560C Calcic Vennoli <100 LI FG N-S N/N/N C4/05 >60 m UH WE 0 V >’25 cm A/S FM N S/R N N R S/3/A/M N 0.4^12 /SL2 CA4/HE sn BGL28-A8 Daw« 27/06/09 4 Erye* Imanni' 2013 766250 6504 00 Caloc Va.tiioli <100 LV FG M L NW-S AT/D*N 04 <100 nt u AU D N >125 cm C.V/S D FM N M/W N N S.R/2/A/M N CLVBL7 /8L2 CA4/HE 574 DGU8-A9 AW AW 27/0&*09 Dewi 4 Eeyas atnanm 2004 7e6250 650800 Calcic Vertiiola <’00 LV FG L NW-SE LE// 04 <100 m u AU 0 N >125 cm M.C/S.B FM N MAN N N S R/1/A/S N Ct_M1U /BL2 CA4 575 0GL28A10 AW 27/06/09 Fail & Taevie iiMMi 1991 786250 651200 Calcic Vertiaola <100 LV F 0 W-E LEX 03 >100m u AU D C >125 cm c/cs F W SA U U N/N/N.-N N CL4 CA4 576 BGL28-A11 AW 27XJ6/O9 Feed 8 Talese 5inann 1982 786250 651600 Caloc Vertisols <100 LV F D SW-E LEX 04 >100 m u AU 0 F >125 cm F/CS N N W/S U U N/N/N /N N Cis CA4 577 BGL2I-A12 AW 2 5WOO Aberna—l KahKjan Smanni 1970 786250 652000 Hat>‘< Nrinoiioli <100 LV O H NW-SE N/N/N 04 >100m u AU 0 N >125 cm V/SB W N M/5 N N S/1/R/S N CL2 CA4 578 BGU8-A13 AW 2506/09 Abememl MAMsn iinanm 1957 786250 652400 Hapirc Nibaoiaoia <100 LV FG H W-E N/N/N 04 >100 m u AU 0 N >125 cm M/S.C w N M/S N N E/1/R/S N CL2 CA4 579 BGL28-A14 AW 25/D6/09 Entaft 4 F/Manam L.lnsni- 1947 736260 652813 Hapke N>biolioli <100 LV F D N-S LEX 03 150 ro c AU D N >125 cm M/S C w N M/S N N N /N/N/N N CL3 CA4 580 BG128A15 AW 2SW09 Enean 4 F/Manam UnMin 1939 786250 653200 Haplic Nibiotiolt <100 LV FG D SW-SE ATX ?4 150m u AU 0 N >125 cm M,V/S.D MW N MW N N 6 R/1/A/S N CL4XM.1 mu CA4/HE 581 582 UGL28 AI6 AW 2W06/09 Fail 4 Teens Goro 1933 786250 653600 Hapltc Nlhioltoli <100 LV G 0 N-S LE// 05 >00 m u AU M V 60 cm V/VC S N N MAW U U WN/N/N N cu HE BGL28-A17 AW 25/06/09 MWiri & Abate Corp 1933 786250 654000 Hapi-c Nitnoliola <100 LV F D N-S LE// 03 35 m u AU D N >125 cm F/S N N M/S N N 5/1/R/S N 6L2/BL2 HE 583 BGL25-A18 AW 2SXXVO9 Abate Gero 1930 786250 654400 Haplic Nrtisoliola <100 LV F 0 N-S LE// 03 150 m u AU O N >125 cm N/N N N V/S N N S/1/A/5 N CU CA4 584 UGL28-A19 AW 24/06/09 Fail 4 Tsflese Goro 1929 786250 654800 Vertic Leploioli <100 LV G NE-SW N/N.'N 05 <150 m u AU' D C >125 cm c/s W N W/W N N S/1/R/S U CU CA4 585 BGL28-A20 AW 24X76*09 Fait 4 TMm Goro 1929 786250 65520C Vertic Leploso’s <100 LV G D NE-SW N/N/N 05 <150 m u AU 0 C >125 cm c/s M N W/W N N S/1/R/S U CA4 CU 566 587 BGL28-A21 AW 24/0609 0aw< 4 Etyat Goro 1924 786250 65560C ' Vertic Loptoioli <100 LP F' V N-S N/N'N 03 >180 m u WE/ D V >125 cm c/s FM N MS N N S/l/A/S N Bumu HE BGL28-A27 AW 24X16*09 Oaant 4 Ekyat Goro 1925 786*50 656DOC Haplic Nrtiaolioit <100 IP FG M N-S GL*0 3;10% 03XM >60 m u ;ve/ D V >125 cm F/F0 FM N w/w N N ROTA.'M N SU/BU HE 588 BGL28A23 AW 24/06*09 Menu'll 1 Abate Goro 1925 786250 856400 Haplic Nftiolsois <100 IP G 0 NE-S LEX 04 50 m u AU D N >125 cm c/s N N M/S N N N su HE 589 590 BGL26 A2< AW 24/06*09 MekLr'i 4 Abate Goro 1932 786250 656B00 Vertic Leploioli <100 LT G M NE-S LE// 05 25 m u AUCO S F 50 cm C/s N N W/W N N S/2/A/S N 8L1AMJ HE BGL2B A43 AW 21X77/09 E.naatk 4 F/Vl'am G<xo 1777 786256 66440C Vertic Leploioli <100 LV F 0 W-E AT// 04 150 m u AU M N >70 cm s/cs M N M/S N N S/2/A/S N BU/SU *CL4 CA4/HE 591 BGL29 A9 AW 27X75/09 0e»«< 4 Etryas jinenn 2000 78600C 650800 Caloc Vertiaola <100 LV FG L N-S AT// 04/05 <200 m u AU D N >125 cm C F/S B FM N wv/ N N SRX2/A/M N CIMIU mu CA4/HE 597 BGL29-A10 AW 27/06*09 Fill 4 Talese Sinann 1992 7 86030 651200 Caioc Vertisols <100 LV G D NW-SE LE// 05 150 m u AU 0 M >125 cm M/C.S F W W/S U U N/N/N/N N CL4 CL4 593 0GL29-A11 AW 27/06X79 Fail 4 Taease 5>nann 1983 786000 651600 Caloc Vertiiola <100 LV F D NW-E LE// 04 150 m u AU 0 C >125 cm c/s a F W Sfl U U N/N/N/N N CL4 QU 594 BGL29-A12 AW 7 5*06/09 A>arna>n4 Kstadan I jinann 1970 786-300 652000 Calcic Vertisols <100 LV F H NW-E LE// 03 150 rr. u AU 0 N >125 cm F/S M N M/S N N S/l/R/S N CU CA4 595 BGU9-A13 AW 2VD6O9 Abe»*e«n4 Kasdan »«tann 1961 786000 652400 Caloc Vertnoli <100 LV F M W-E LE TM/0 2/0 03 '200 m u AU D N >125 cm A/SL W N M/S N N S/1/R/S N CU CA4 596 DGL29-A14 AW 2 5O6A>9 Endalti 4 f/Manam Sinann 1953 786000 652600 Caloc Vertisols <100 LV F D NW-SE LE// 04 >100m V AU D N >125cm F/S w N MAV N N SR/1/A/S N CU CA4 597 BGL29-A15 AW 25X76X79 Eneati 4 F/Manam jinann 1941 7B6OOO 653200 Caloc Vortso'i <100 LV G D W-E ATX 05 >100m u AU D N >125 cm CF/SD w N M7W N N S/l/A/S N cumu XH1 CA4 598 BGL29-A16 AW 25X76X79 Fail & T aiesa Goro 1931 786000 653600 Caloc Vertisols <100 LV G D N-SE LE// 05 >100 rr u AU D F >125 cm F/MC N N MW U U N/N/N/N N OU HE 599 BGL29-A17 AW 25X76/09 Meluna 4 Abais Goro 1927 786000 654000 Calcic Vertisols <100 LV F D N-S LE// 03 35 m u AU 0 N >125 cm F/S F N M/S N N S/l/R/S N SL2/8U HE Leoo! 0GL29-A1B AW 25X76*09 Mekuna A Abate G0*O 1931 786000 654400 Coloc Vortisols <100 LV F 0 N-S LE// 03 25 m u AU D N >125 cm C/S 1 NN M'S N N S/l/R/S N su he WWDST In AaaoUalion with ICT Pij.JO final Feasibility Study ReportDeffioo.lk aepitbllc of tthiepla- Mlrtlrtry •' Waler ■««*»<•• SeailbDKy Study a ad Pete II Deiig* o< Gadula litigation Project Aanea Cl: Oat* bate lot Auger Holt DaialeUon Soil Survey Study Balt Gaddula Irrigation Pro|ect Morophological Characteratica of Aufltr Holo Ropi on Oromti z ana Bate Agro -Ciimai S 3 i 1 1 a-- • I s h s 5 29?- : 0 J 5 JI ilk 1! ll 5 I a lL il H JOJL . Ik H JO W--------- -Mllu £ 3 n U-k h JL 1 si- 1iis9 UHx, 2- ?? J6X- . ti i0 I 1 _Xh B Jk_ nl _ H kL J? FaU L 654800 Mollie Ven ioU <100 LV G D NE-SW N/N/N 05 <150 m u AU D c >125 cm C/SF w N W/W N N S/1/R/S u cu CA4 601 ft* A1 S DGi 29-A20 BGL29A21 BGL29-A22 BGL29-A23 BGl29-A24 EGl29 >-25 BGL29-A43 BGL3O-A12 AW 24/0C/09 Abarhaml D*»a 6 £-»•* Oewa 7M00C 655200 Mo*c Van *oli <100 LP G H NE-SW GUI 05 >100 m u AU 0 N >125 cm C/SB M-W N M/S N N SZ2/H/S N BL2/C14 HE/CA4 602 503 AW AW AW G-uro 1917 766000 655600 CMcic Von toll <100 IP F M NS ww 02 >160m u WE* D F >125 cm F/S M N M/S N N S/l/A/S N CL4/DL2 /1L2 HE/CA4 1917 766000 656000 Mode Van toll <100 LP FG M N-S GI/0.2/12% 03/04 >80 m u WD D N >125 cm c/s EM N W”W N N H.S/2/A/M N BL2/6L2 HE W4 2</ogx* 24/06429 M«u.’4 1 fLnre 1914 786000 656400 Mollie Vertiloll <100 LV F D NE-S LE// 03 100 m u AU 0 N >125 cm F/S N N M/S N N S/1/A/S N cu CA4 605 M-.u-J & 1919 766000 656800 Calcic Vamcli <100 LV F D NE-S LE// 03 50 m u AU D N >125 cm F/S N N M/S N N S/1/A/S N 6U HE 606 607 Fast 6 1922 766000 657700 f—------------------------------------ Sadt-Caloc VtrttoH <100 LV U 0 N-S LE// 06 >100 m u AU 0 M >125cm M/CS N N M/W U U N/N/N/N 33/06/09 N CLWGC2 HEXIA* AW ETidAftA Fl¥»m/r 17M 786000 664 40C Sed^Caloc Varui o.i <100 LP FG L W-E ATff 04 >100 m u CO/AL 0 N >125 cm A.C/CSB M N M/W N N N/N/N/N N CL4 CA4/HE 606 609 1968 785750 652000 SoS-Caloc Vertoo'i <100 LV F H N-S LE// 03 >200 m u AU 0 N >125 cm V/S M N M/S N N AW 2*>WO9 S/1/R/S N CL2 CA4 AatrMnU 1966 785750 652400 Caioc Van. soli <100 LV F H W-E LE// 03 >200 m u AL' 0 N >125 cm CVSL W N M/S N N S/1/R/S 610 BGL3C-A13 N CQ CA4 *«v EMe> I 25/06/09 S-nann 1957 785750 052830 Ctioc Van »o/i <100 LV F 0 N-S LE// 04 >100m u AU 0 N >125 cm M.F/S.0 MW N M/W N N S/1/A/S N CO CA4 611 nt? BGL3O-A15 AW 25/064* Endak 8 WUa'<a-r 5»r^nnj 1944 785750 653200 CMoc Verticil <100 LV GU 0 MM 05 >100m u AU M N >•5 cm MFZSe W N M/W N N SK/I/A/S N CU CA4 pr.i vla16 AW 25/064* FaU6 Tadaaa Goo 1928 785750 653t>0C Caioc Vartidi <100 LV G 0 NW-SE GUO 05/7% 05 150m c AUS S N 50 cm F/MC.S N M.-W N N N N/N/N/N N GU HE RT.I SO-Al 7 AW 2VX/09 FaU 6 Ttdew G»o 1923 785750 654000 Caiac VtnicJi <100 LV G 0 NE-SW LE// 05 >100 m u AU DN >125 cm V/MC W W M/S U U S/I7R/S U UMU GA4A1E2 61A BGL3O-A18 AW AW 2 MX/09 Mi ana 4 AB ata Goo 1922 785750 654400 Hapw N*iMaoii <100 LV F D N-S LEA 03 50m u AU 0 N >125 cm FIS N N M/S N N S/l/R/S N 6L3 HE A16 BGL3O-A19 iraaii 2*06/09 Goo 1927 785750 654600 Hapke NttioHoii <100 LV F D WE-SW N/N/N 03 <150 m u AU 0 C >125 cm C/S V N W/W N N S/1.W3 U CU CA4 617 DGL3G-A20 AW 24426429 A*,a*an.L Kafetar Goro 1917 765750 655200 Hapke Nitiolioii <100 LP G H W-E GUI 04 <100 m u AU 0 N >125 cm c/s MW N M/S N N sums N OU/Cel HE1/CA4 616 BCL3O-A2I AW 24/06/09 6 £*/ai Goo 1981 785750 <55600 Hap/< Nibioiioli <100 LP F L N-S N/N/N 03 >120 m u WD D C >126 cm F8/CB M N M/S N N RSH/A/S N CL4MU /5U H E/CA 4 619 BGL3OA22 AW 24/06429 Oda* 6 FA4arta»> Goo 1913 785750 656000 Haptic Hibaoiaoli <100 LV F L N-S AT.LE// 03 150m u AU D N >125 cm F/S MW N M/S N N S R/2/A/S N auA.-^ HE1/CA4 620 BGL30-A23 AW 24/06/09 Uaa^na* Ataia Core 1911 765750 656400 Hapke N>bioiic4i <100 LV F D NE-S LE// 03 160 m u AU D N >125 cm F/3 M N M/S N N S/1/A/S N CQ CA4 621 BGL30-A24 A.'. 24464* MdUtrx* A*aw Goto 1913 785750 65M00 Hapke Ntuidtoli <100 LV F D NE-S LE// 03 150m u AU D N >125 cm F/S 0 N M/S N N S/1/A/S N cu CA4 622 BGL3O-A25 A.'. 3306429 FaMi I»4»M Goo 1915 785750 657200 Hapke N«ioUola <100 LV G 0 N-6W LE// 05 160 m u AU 0 F >125 cm F/C M W MWV U U N/N/N/N N CL* CA4 623 BGL3O-A26 AW 01/074* D»w4 4 F»y»« Goo 1926 765750 657600 Hapke Nrtiolacli <100 LV U U N-S Mil 05/06 <50m u-c CO/ M C >65 cm M F/S B F N N N 5,14/2/A/M N BU/SU HE/FN2 624 0GL3O-A44 AW 214774* fnda* 6 F/Varam Goo 1774 785750 664600 MtpU NrtlOilOil <100 LV FO L W-E MU 04 150 m u CO/AL 0 N >125 cm A/S MC MW N M.1W N N N/N/N/N N CLMU CA4/HE 625 BGL31-A13 AW 250609 1 CM.I 6 IManax 1967 785500 652400 Vane Ltptotofa <100 LV FG D NW-SE MU 06 >100 m u AU 0 N >126 cm M F/S U M-W N M/W N N S R/1ZA/8 N CL 2X31 1 CA4/HE 626 BGU1-A14 AW 254X4* EMall a FA4a/«r*i ;v\ann 1958 7I55OO 652800 VorK UfMoaoia <100 LV O 0 N-S HlhiH 05 160m u AU 0 N >125 cm A C/8 0 M/W N LMW N N H/N/NiN N . CO CA4 677 B0U1-AI5 AW 25O64Z* Cnda* 4 FAM>l*<n 1946 785500 853200 Hapke Ntkidaoa <100 LV G 0 WN-ES H/N/N 05 150m 1 AU D N >125 cm MP/SB w N M/W N N N/N/NrN N cu CA4 628 BGL31-A16 AW 25464* Gore 1935 785500 653600 Vane Laploidi <100 LV F 0 NW-8 GUO 5/5 03 >200 m u AU D M >125 cm M/MCS M IWS U U N/N/N/N u 129 BOU1-A17 AW 254)609 fu a fadaaa ’lUI T»4a*» w Gon 1926 785500 854000 Vortc Lepioioli <100 LV F 0 NE-8W | GUO. 10/10 03 150m u AU 0 VF >125 cm ' V/MC W w IW5 u u S/l/R/3 u 630 OOUIAIll AW 25084* Mi'- Coo 1924 785500 85*400 Caloc Vanioii <100 LV F D N-S ID. 03 100 m u AU B C >45 cm C/8 N N W/W N N s/i/r/s N MJ HEfederal OemoueUc Republic of (thlopla Mtnlitry of Waler Ratourtee feasibility Study and OetaMOttlcn of Raia Gadult Irritation Project Annea 4.1: Data bare for Aia««r Hole Oaw/lptlon J oil Survey Study „ . „ B«te Gaddola Irrigation Protect Morphological Characttratlci of Augar Hote Region Oromia Zona Balo Agro-elimalic xone Waycnadega o o 1 ___ M_____ 3 e £ JL. 1 ___ 1______ i M * 3 5 «V S 5 —1. ill u hl ll li c iT L5 IV 51 H a <5 a h •* t: ;i 30U L n H i’J d I i, J3 n 11 1n n- p 631 BGL31-A1B AW 24/O6/0S tie A fedote Gore 925 785500 654800 Calcic VtrMoH <100 IV GQ NE-SW N/N/N I Kbranan- 24/D6/D5 ! Katkrean 05 <150 m u AU D N >125 cm WFU w r N w-w N w S/1/R/S u cu CA4 632 DGL31-A20 AW Goro 917 785500 655200 Ci»oc Varirarii <100 LP FG H NS-WE IE// 05 *100 m u AU 0 N >125 cm F«S M.'W N M.-S N N S^R/S N CL2AX2 CA4/HE 633 DGL31-A21 AW Dew 24/06/09 1 C*yee Gora 1916 765500 555600 Caloc Vartieolt <100 IP FG M N-S N/N/N 01534 >90 m u WE/ 0 V >125 cm M/SBC FM N w,w N N R S^AAl N Ct </5l? /BL2 HE/CA4 634 DGL31-A22 AW 24/06/09 Enda* A F/Uaiiem Goro 1B08 785500 656008 CakK Vartrooii <100 LV FG 0 N-S N/N/N 04-05 150m u AU 0 N >125 cm C/S M/W N M/W N N SR/1/A/S N CU CA4 635 0GL31-A23 AW 24/O6AM Me«ulaA Abel. Goro 1907 785500 656400 Caloc Verbsoil <100 LV N0 NE-S LEr 03 150m u AU 0 N *125 cm F/S M N M/S N N S/1/A/S N cu CA4 636 BGL31-A24 AW 24/06/09 Meku’laA Abate Goro 1900 785500 656800 Moiro Vartaoit <100 IV F0 N-S LE/f 03 150 m u AU 0 N >125 cm F/S F n iM/S N N S/1/A/S N cu CA4 637 0GL31-A2S AW 30/06/09 FaUA Teoete Goro 906 785500 657200 Mclrc Vertiiola <100 LV GC U-S le/; 05 150m u AU 0 V >125 cm VC W w M/W U U N'N/N/N N C14CU HECA4 635 BGL31-A26 AW 01/07/09 DrW A Eayee Gora 717 785500 657600 Moke Variole <100 IV GU b N-S GUO 1/2 05 «100m u-c CO/ 0 V >125 cm WCS FM N W/R N N S R/2/A/M N a<?Gc: -su CA4/HE 638 640 DGL31-A44 AW 21/07/09 E"3ai» A r/Vxia’T' Goro 1776 785510 664800 Calcic Vorbaoia '!0<y>S4 LVS ;ua W-E AT// 06/07 >100 m u CO/ AL 0 N *125 cm M/MC S W-V N W/R N N G R/2/ATS N cu CA4 0GL32-AI6 AW 25/06/09 FaU A Tadeea Goro 1934 785250 653600 Malic VartJioii *100 LV r NW-SE LE// 03 >200 m u AU 0 N *125 cm N W W M/S U U N/N/N/N U SU/GU CA4 641 0GL32-A17 AW 7 5/06/09 Feed A Tedew Goro 1929 785250 654000 Ceidc Veroiolt <100 LV G NW-S GUO 05/10% 05 u AU D V >125 cm V/MC M N M/S U U N/N/N/N N su HE 542 0GL32-A1B AW 25/06/09 Mae uriei Abate Gore 1917 785250 654400 Caloc Van noli <100 LV G 3 N-S IE/' C4 40 m u AU 0 N *125 cm F/S N N M.-S N N S/1/R/S N 9U HE 543 644 645 646 UGL32-A19 AW Farit A 7 edew Gore 1916 785250 654800 Calck VodiaoH <100 LV G 3 E-W N/N/N 05 <100 m u AU 0 N >125 cm N W N w/w N N &/I/FVS N CU CA4 BGL32-A20 AW 24*06/09 24/06/09 AbreMm KalUdan Goro 1913 785250 655200 Calcic Vertitoll <100 LP G 4 N-S LE// 05 >100m u AU D N *125 cm F/S.B MWV N M/S N N SOR/S N CU CA4 0CL32-A21 AW 24/06/09 O«w A E»ya» Goro 1902 785250 655G00 Calcic Voriiaoia <100 LP FG A N-S N/N/N 03/04 >80 m u WE/ 0 C >125 cm C.F/BS FM N W/W N N S RG/A/M N ousu <X5 CA4/HE BGL32-A22 AW 24XJG/O8 Enoch A FAUarlay Goro 655000 Hapbc N'Leoisoli <100 LV G D N-S AT// 05 150 m u AU D N *125 ar M/S 'MM N MW N N R/2/A/M N Cl V3U CA4/HE 547 BGL32-A23 AW 24/06/09 Endate A FMtarka-n Goro 1902 1904 785260 785250 656407 Hapbc Niisoisole <100 LV FG D N-S N/N/N 04 150m u AU D N *125 err M.S MAN N UM/ N N S/1/A/S N CU CA4 640 0GL32-A24 AW 30/06/09 Feed A Tadeie Goro 1694 785250 656600 Hapbc Nitnoiioli <100 LV G D N-S *200 m M W/S U N/N/N/N N CU CA4 54» DGL32-A25 AW 30/06/09 FasM A Tedeee IE// 05 u AU 0 N >125 cm N W U Goro 1903 785250 657200 Hap'*c Nitiioteoli <100 LV G D N-SW GUO 05/10% 05 150m u AU M N 100 cm N M W M/S U U N/N/N/N N GUXX4 HECA4 650 0G132-A26 AW 01/07/09 Dew A F'y»» Goro 1901 785250 657600 Hapke Nitieolioli <100 LV G M N-S AT/N/N 05 <100 m u AU D N >125 cm N FM N W/W N N S/1//VS N cu/nrsc? CA4/HE 651 BGL32-A27 AW 01/07/09 Me*>u>aA Aba'.e Goro 785250 658000 Hapbc Nit> e oil ole <100 LV G D N-S LE// 05 50 m T AUCO S F 25 cm c/s N N w/w N N S/1/U/S N su HE 652 653 654 0GL32-A44 0GL32-A45 AW AW 21/07/09 21/07/09 Ends* A F/Venem Goro 1913 1791 785250 664800 Vertlc Lepioaoli <1007*5 IK l yU & 1 M W-E AT/kB// oG.oe >100 m u CO/ M C *90 cm V.MC.S MW N W/R N N N /Q.4 CAAHE ENl» A FAdanem Goro 1769 785250 665200 Hapbc Nibeoieols <100 LV FG D W-E AT// 04 150m u AU D N >125 cm FCS 4W N UM N N N/N/PVN N C4.J/SL2 CA4/HE BGL33-A1B AW 2S/06/09 MwunaA Ad a* a Goro 1915 785D00 Hapi>c Nrtitoliole <100 LV G 0 N-S LE// 04 50m u AU D N >125 cm F/S N N M/S N N S/1/A/S N SU HE 655 BGL33-A20 AW 24/06/09 Ab»abem KaAMen Goro 1804 785000 654400 655200 Vortc laplosote <100 LP G H N-S LE// 04 >100 m u AU D N >125 cm W50 •AW N M/S N N S/2/R/S N CU CA4 656 DGL33-A2I AW . 24/06/09 Abrabam KalUdan I Go»O 1898 765000 655000 Vortc Lepioto»» <100 LP G H N-S LE// 04 *100 m u AU D N >125 cm F/S.L N N M/S N N SG^VS N cu CA4 657 BGL33-A22 AW 24/06/09 Endeft A FA'ariem Goro 1896 785000 t- 656300 Vorbc Loptoto'a <100 LV G D N-S AT// 05 >100 m u AU 0 N >125 cm M/S 'MAT N MM N N R.Q2/AM N curau /»u CA4JNE 656 8GL33-A23 AW | 24/06/09 Endalk A FrMC'Lani Goro CU/SU 1897 785000 656384 Hapbc N.iieo’eole <100 LV FG D N-S AT// 05 150m u AU 0 N *125 cm CF/S0 I W- N UM N N RG/AS N CA4/HE 658 DGL33-A24 AW 30/06/09 Feed A Taeeea Goro 1891 78SOOO 655830 Vanic Laploeolf <100 LV F D N-E LE// 03 >100 rr u AU 0 N >125 cm N M W M/S U U N/N/N/N N CUVGU CA4/HE 660 F..I A BGL33-A25 AW 30/06/M Tedete Goro 1901 785000 ^657200 Cal de Vertisols <100 LV G D N-S N-SE IE// 05 >100 rr V AU D N >125 cm N W W MTW U N N/N/NAI N C14 CA4 WWOSl In Asiodatlon with ICT Pat* 32 Final Feasibility Study Reportfederal DrmouaUi Republic of KhlepU- Minlitry of Walrr Reaoitrcea fallibility Study and DcUll Ocilgn at Bale Gadula Irrigation Project Region Oromla Zorro Balo Agro-<llmallc iom> Woyonadega Annea 4.1: Data bate tor Auger Hole Dnaipdon Soil Survey Study Dale Gaddula brig*10" Project Moropholofllcal Characlerallca of Auger Hole 5 rs 2 1 2 i J 5 “7 3 <o • J 41 ih f I, Lil 1 i! * in * b 5 > . ££- X fl L* 1 5 -XX h IL i K- s33 nv— I 1 If B ______ *---------- ij f3 °.W- K1 1X2 nid II II Mt RGL33-A26 AV V 01/07/06 Dex* Clryai Gora 1B95 7850OC 65760C Coicrc Vortiaoh <100 LV FG L N-S ATI 04 <100 FT) u AU 0 N >125 cm V/S w N MAV N N S/1/A/S N CUAL2 r*U CAVHE RC ( 1VA77 . AV V 01/07/09 "1Me Uniat Abair , — MakwUL | Abata Endalk 4 F/Mar>am Goro 1895 785OOC 65800C Calcic Vertitoli <100 LV G 0 N-S LEX 04 40 m u ALZ 0 N >125 cm as N N M/S N N S/1/U/S N IL1 HE vl 01107/09 V 01/07/09 Gora 1915 785OOC 65840C Calcic VorUtoit <100 LV U D N-S LEX 05 20 m T AL/CO s F 45 cm as N N w/w N N S/1/U/S N SLt HE RGI M-A44 AV Gora 1 1762 78500C 654800 Catoc Vortiaoli '100WJ >CU4 L| W-6 AT^a// 05/07 >100 m u CO/ 0 F >125 cm hVMC S MW N W/R N N R/1/A/S N CLV3L2 «l 2 CA4/HE Endalk 4 Ended 4 F/Mai<*m ■t 665200 - Calcx Venuoli I <100 ( LV LV EG 0 WE NX 04/05 150 m u IAU 0 N >125 cm E/CS w/v N 665 1769 | 785000 IWW N N S/1/A/S N ciirsij CA4/HE BGL33-A46 AV 2 1/07/09 10/0709 24/06/09 Goro 1756 784990 66 5600 Cakcx. VertJaola <100 LV EG L SW-NE AT// 05/04 >IOOm U/l ALT D N >125 cm N w N MAY N N SfV2/A^ N CU3A3L1 /SU CA4/HE nr.i 14.A7A AVi Aberham* KaAxil- Gora 1903 764750 6552OC Catoc Vortiaoli <100 LP 1 F M NS GUI 1 03 >100 m u AL/ 0 N >125 cm osb w N M/S N N S/2/R/S N CL2XXJ CA4/HE BGL34 A21 - RC I X4 A77 AV5 24/06/0 li Abarha*n4 K*ludan Gora 1697 7M75O 65560C Co>oc Vorotola <100 LP 1 G M N-S LE// 04 >100m u AU M N 95 cm WSB MW N M/S N N S/UR/S N Ct2AJL2 CA4/HE .. (rm Y4.A71 A1A 24/06/09 End a* 4 F/Manam Gora 1892 764750 656000 MoUrc Vartiiofa <100 LV G 0 N-S AT// 05 >100m u AU 0 N >125 cm IWS MW N MW N N RG/2/A/M N SUXLL2 CU GA4/HE AW 24X16/09 End** 4 F/Uariam Gora 1691 784750 656400 MoUc Vertiaola <100 LV G 0 N-S AT// 05 >100m u AU D N >125 cm C.V/SB MW N MAY N N R/2/AA1 N 3L2AX5 CA4/HE ori A4.A7J AW 3006/09 Fatal 4 Tadeua Goro 1M7 764750 056800 Caluc Vartiol* <100 LV F 0 N-SE. N-S LEX 33 >100m 1 AU □ N >125 cm N W N M/5W U U N/NX4/N N CL4A1U CA4/HE BGL34 A25 - BGL34-A26 DGL34 A27 AW 30/06/09 IllUI Tadeiaa Gora 1899 764750 657200 Calcic Von.ioil <100 LV G 0 N-S LE// CS 150m u AU 0 F >125cm F/CS w W M/W U U N/N/N/N N CL4 CA4 673 AW AW DIX) 7 09 010/09 DtwO Etytl Goro 111* 784750 657IOO Calcic Verb soli <100 LV FG| L N-S LE// 0V04 <130 m u AU 0 N >125 cm N FM N M/S N r— Meawro 4 Abaft N S/1/A/S N CU2/SL2 na 2 GA4 - RGI X4-A70 Goro 1165 784750 658000 Calcic Veaaoli <100 LV F/G D N-S Gl/0 3/0.3% C3AM <40 m u AU 0 N >125 cm N/N N N M/S N N S/1/U/S N SU HE K7« . t 7ft AW 01/07/0* kteau n 4 Abate Goro 1904 784750 65MX Hapbc Nrusolaol* <100 LV G 3 N-S LEX 04 50 m u AL/CO 0 N >125 cm as N N M.S N N S/IAXS N CLV8Q CA4A4E RGL34-A29 AW 0607/09 Or—1 4 (a.at Goro 1923 784750 658800 Hapbc hitaolaoli <100 LV U 4 N-S N/NXd 06 <10m v/» cc/ V F 10 cm A OS B F N S/R N N R.SO/AAZ N SL2AIL7 HE 677 678 DGL34-A30 BGL34-A44 06/0709 1 GO 709 0- A EW»« Goro 1928 784750 659200 Hopbc N.baeboU <100 LV S6 N-S R// 09 <5 m V/1 ■A F A.M/S.B V V W/V N N R S/4/AAZ N BU/bU HE Da—: AEiryai Goro 1771 784750 664800 Hapke Nrbaolaola <100 LV EG W-E N/NXt 04 <90 m Ul co/ 0 N >125 cm CF/SC FM N WW N N R S^/A/M N CL4AU HE/CA4 C79 0GL34-A45 AO AW AW 100709 DiX 4 Elryai Goro 1768 784750 665200 Hapi.c K-Liottoil <100 LV EG N-S N/N/N 03X34 >100m u AU 0 N >125 cm N MW N W/W N N R.S^/A/M N CL2/BU /SU HE/CA4 600 0GL34-A46 AW 100709 Endafk 4 F/Ma/'a'r Goro 1756 784750 665600 Hapke N.baolaoU <100 LV G SW-NE N/N/N 05 150 m u AU 0 N >125 cm V/S w-v N MW N N S/l/A/S N CU CA4 681 DGL34 A47 AW 100709 Ended 4 ‘/Uan*m Goro 746 | 784750 666000 Vort/c Lopioaoia <too LV FG 0 SW-NE ATX 04 150 m U/l AU D N >125 cm N w N MW N N R.G/N/A/M N CUVGL1 /SU CA4/HE 862 DGL35-A23 AA 300609 Xakuna 4 A**l» Goro 884 784500 056400 Vertic Lopioaoia <100 LV 00 S-N LEX 04 150 m u AU 0 N >125 cm F/S F N U/S N N S/4/R/S N CLS/CU CAUHE 603 (JOL35-A24 AW 3006/09 dakixia 4 Abile Goro 190 784500 656600 Vertic Laptoioli <100 LV F D N-S LE// 03 150m u AU D N >125 cm N/N N N M/S N N S/1/U/S N CU CA4 584 BGL3S A25 .W C 0107/09 IX Ekyaa Goro 864 784SOO 657200 Varu Lopioaoia <100 LV EG L N-S L£/7 1 N <150 m u NE OT 0 N >125 cm F/SB V N MW N N S/1/A/S N cu/au rsu CA4 685 OG135-A26 V.'. 010709 a»« E*yai Goro 880 764500 657000 Vertrc Lcptoaola <100 LV FL NS LE// 03 >200 m u AU 0 N >125 cm N FM N M/S N N S/1/AXi N cu/ou iSU CA4/HE 666 BGL35-A27 IW 010709 a 1a>ur»a 4 beta Goro 1 881 /54500 656000 Vortc Ltptoaolt <100 LV F0 N-S Gl/0 2/D 2% 03 >60 m u AU 0 N >125 cm N/N N N M/S N N S/IAXS N SU/CL4 CA4/HF 657 600 0GL35-A28 X A b 010709 A <eUx*a 4 beta Coro 1 892 784500 858400 Hapic Niliaoiaoia <100 LV F/G 0 LE// 03X34 90 m u AU 0 N >125 cm F/S N N M/S N N S/IAXS N SUO.4 CA4A1E DGL35-A29 > w □ 060709^4 r—« E>jr»» Goro L 693 84500 651500 Hapbc Ndraoiaola <100 LV 0M N-S N/N/N 05 <40 m v/u CO/ 0 V >125 cm MOS B FM N S/R N N RSO/A/M N CL4MU /SU HE/CA4 609 BGL35-A30 A w 0 DGO7O9 4 eX Evyat Gore 1 896 04500 659200 Hapbc NitlsoHoia <100 LV GU M NS N/N/N 06 <15 m V/1 co/ V F 20 cm AF/S0 F N S/R N N R SO/AA/ N 8UAJU HE 690 BGL35-A3I A V/ M 07/0709 A ea^na 4 beta Goro 11 »08 84500 559600 Cakx. Varoaoia <100 LV F0 N-E LE// 04 >50 m u LUCO 0 E >125 cm U/5 N N M/5 N N S/7/A/M N 6U HE 691 3GL3S-A44 A w 0 100703 .4 r—l F»/l» Gora 11 760 764500 3C-4 500 Caldc Vortiaoli <100 LV 0L NW-SE l N/N/N 05 1 <60 m u/l co/ M *- 60 cm MF/5.C FM N WW N N RS^/A/M N curau /DU HDCA4 WWD1I In Aaaodaoon with ICT Page 2J Final FaailbHity study RapartFeder al Dematfalk Reeublk of tthropla Mkihlry of Walt* tetouriea f eailbtHryItwdy and Ort all D»r^« of lek Gadula <rv«(a1fon Protect Region Oromh Zone Bale Agro-cUmatk lone Weyvnadega Annu 4.1: Data bate for Auger Holo Oetrrlpilon Soil Survey Study Bale Gaddula Irrigation Projact Morphological Charactorvic■ of Auger Holo 1 n. J 1 1 1« 5 5 s 5 ... ? 1 ill 5. CiH j! fi y p Ji 0 s n b I _ y b 1 1id H II y 692 DGL35-A45 KA E IO.-O7^9 t*raa Goro 1 776 7B4SOO 665200 Caic»c VortnoU <100 LV FO L SN N/N/N 03/04 a 00 m u AU D N >125 cm N w N MAN N N R.S/2/A/M N ■L2XX2 /3U CA4/HE 693 BGL35-A46 AW a 1C*O7/O9 IfArona-., Ger 780 784500 685600 Ca'oc Vertical <100 LV FG L W-E N/N/N 05 150 m u AU D N >125 cm N w N M/W N N R G/f/A/M N cu CA4 694 BGL35-A47 A.*. itnoa* a 1(307/09 JA4W Corp 746 784500 666OOC Caloe Verbaoti <100 IV F0 0 SW-NE ATM 04 150 m u AU D N >125 cm N w N MAA' N N N/N/N/N N CL2 CA4 695 DGL36-A23 AA Me«ur>a A 3006.09 1 Ahola Gore AM 784250 6564OC Catac Veaaofi <100 IV FC N-S LEX 03 200 m u AU 0 N >125 cm N/N N N MJS N N S/l/R/S N CL2 CA4 696 8GL38JC4 AW ku^ixu a 300609 , Abate Gem 877 784250 656800 Molbc Verteoii <100 LV FC N-S LEX 03 90 m u AU 0 N >125 cm N/M N N M/S N N s/i/u/s N 0.4 CA4 697 QGL36-A25 AW 01/07/09 Dr-* I F»ya« Goro 1876 764250 657200 Mo4!< VertitoU <100 LV FG N-S ATM 04 <100m u WE.OT 0 F >126 cm C/SO FM N w/w N N S R/1/A/S N C..4/SL2 /13L2 CA4/HE 6M BGL36-A26 AW 0107X9 O.-r A Oyat Gor 1886 764250 657600 Mclhc VertioU <100 LV F N-S AT,LEX 03 150m u AU 0 N >125 cm V/SC W N M/S N N S/l/A/S N CLMU CA4/HE 699 BGL36-A27 AA 0107/09 MaAsna a Abate Gor 1883 784250 658000 Caloc Verba ela <100 LV F N-S GLOVO 2M 03 >70 m u AU D N >125 cm N/N N N M/5 N N S/I/U/S N C14/8L2 HE/CA4 TOO DGL36-A26 AW 01O7OI a Abate Goro 1889 784250 658400 Celcc Verbioli <100 LV F 3 N-S LEX 03 100 m u AU 0 N >125 cm F/9 N N M/S N N s/i/u/s N CL4 CA4 701 6GL36-A29 AW 060709 O-—< A tayua Goro 1882 784250 658300 Hapi< Noioiaoii <100 IV TG 4 N-S N/N/N 04/05 »90 m u AU D N >126 cm N/N MN N w/w N N R 5/7/ A/M N CLJmiJ HEX3A4 702 BGL36A30 A.'. 0607/09 De.e A E*yei Gore 1868 784250 659200 VortfC leploioit <100 LV rc L N-S N/N/N 04/05 >60 m u/1 AU □ F >125 cm C/S FM N WW N N R S^/A/M N 0.4X112 /&U CA4/HE 70S BG L36-A31 AW 070709 Maauna 1 Abel. Gor 1896 764250 659600 Vorbc keplotoh <100 LV F D N-S GUO 2/0 2% 03 >100 m u AU 0 N >125 cm N/N N N M/S N N S/1/U/S N Cl 4*12 HE/CA4 704 BG136-A32 AW 0707X9 UK^« a Abate Com 1906 784250 MWOO Verin Lepleeoli <100 LV F/G D N-S LE// 0304 >90 m u AU 0 F >125 cm OS N N M/S N N 3/1/A/S N CL4/BU HEXAX 705 BGL36A44 AW 1(30709 CW A t*Y«* Gor 1782 784250 064800 Verin Lepioaoii <100 IV 6 L S-N N/N'N 05 <60 m l/v CO/ 0 N >125 cm MF/SC FM N WW N N R S^/A/M N CL4/3L2 /6L2 HEXA4 706 BG136-A4 5 AW 10X1709 De-< A Oyas Got 1769 784250 665200 Haplc Nrf.toitoit <100 IV FG’ L S-N N/N/N 0304 *90 m u AU 0 N >125 cm F M N MW N N R S/2/A/M N CL2MK2 'SL2 CA4/HE 707 DGL36A48 AW 10-0709 f'flrK 1 rAlanarv Gore 1760 764250 665603 Hapf< Nditoiioti <100 LV FG L W-E ATM 04/0$ 150 m u AU M >90 cm V/S W-V N MW N N SR/1/A/3 N CL3/3L2 CA4/HE TN BGL36-A47 AW 100709 trej>< 4 r/Uanaw Gore 1744 784250 866030 Hapke Nibaoiaoii <100 LV FG D W-E ATM 5 150 m u AU 0 N N >125 cm N w N MW N N SR/I/A/S N C12 CA4 7C9 BG137-A23 AW 330609 Ua*OT a Abo»a Gor 1683 784000 656400 Hapbc Nbaoiioli <100 LV F 0 N-S LEX 03 150 m u AU 0 N >125 cm N/N N N M/S N N S/I/U/S N #12 HE 710 BGL37-A24 AW 300809 Me.u«a I Afr.1. Cor 784ODO 656800 Verve LaptoaoH <100 LV F 0 N-S LE// 03 150 m u AU 0 N >125 cm F/S N N M/S N N S/I/U/S N 0.4 CA4/HE 711 BGL37-A25 AW C107O9 (MlK A lAla-l- Gor 1876 1879 784000 657200 Ca'oc VeriiaoH <100 LV F D NC-SW ATM 04 >100m u AU 0 N >125 cm C.F/S.B M-W N MW N N S R/1/A/S N G4.1/C14 CA4/HE 712 BGL37-A26 AW 010709 a F Alate Goro 7840’8 657600 Catoc Vemoli <100 LV F L N-S LE// 04 150 m u AU 0 N >125 cm F/S.C M-W N MW N N N/N/N/N N 812/511 CA4/HE 713 BGL37-A2? AW f|U 1 010709 1 Taeaaa Gore 1883 1678 ■ 784000 658000 Caioc Verbaola <100 LV G D N-S LD/ 05 150 m u AU M VF 85 cm VFX W W M/S U U N/N/N/N N 0.4 CA4 714 PGU7JQ6 AW 010709 Maa^a a Atw-a Got IMS 784000 658400 Caloc Vertnole <100 LV F D N-S LE// 03 >100m u AU 0 N >125 cm F/S N N M/S N N s/i/u/s N C14 CA4/HE 715 BGL3T-A29 AW 060709 Du— a E*ya* Gore 1882 784000 658300 Caioc Veitiiofa <100 LV FG L N-S N/N/N 0304 >100m u AU 0 N >125 cm F/B N N MW N N S FV2/A/M N •12/CL2 HE/CA4 716 BGL37-A30 AW 060709 De-e A 1 Uyea Gon; 1882 784000 659200 Cetec VemeaH <100 LV FG L N-S N/N/N 03XM >100 m u AU 0 N >125 cm N M N MW N N R S/27A/M N CL2/812 HE/CA4 717 BGL37JO1 AW 070709 Mukurw < Abate Gore 1M4 784 000 659600 Caioc Vertaoii <100 LV F D N-S GUO 2X1 2 03 *50 m u AU 0 N >125 cm N NN M/S N N S/I/U/S N SU HE 718 719 BCL37-A32 AW MHva a 070709 Abate Goro 1894 784000 660000 Caloc Vertaoii <100 LV F D N-S LEM 03/> *70 m 1 AU 0 N >125 cm C/S N N M/S N N S/l/A/S N CL5/1L2 HUCA4 BGL37-A44 AW 100709 Da<x a c>ni Gore 1785 784OOC 664800 Vertic Lcploioli <100 LV G L S-N N/NH 05 <70 m VU co/ s V 30 cm MC/SC FM N WW N N R.S/3/A/M N Cl47812 me? CA4/HE 770 BGL37-A45 |aw 180709 Dawe A Etyaa Gore 1770 784000 665200 Verve Leploioia <100 LV FG L NW-SE N/N/N 04/0 >70 m UV co- 0 N >125 cm C/F/SC M N WW N N R.S/2/A/M N 0.4/812 /BU CA4/HE 721 BGL37-A46 1 AW 180709 Eneal* A TlUsu- Goro 1763 784015 665600 Hopbc Nibiolicli <100 LV FG L SW-NE AT// 05 150 m 1 AU D N >125 cm M/C.S W-V N MW N N SR/I/A/S N C13Z8L2 CA4/HE WWDSl In AuouatKx-. with ICT Page 24 Final Feasibility Study Report1 *31 ItMlfMUfclMVltWt I'potfederal Democratic Republic o< llhlopta- Mlnlilry ol Waler Ketourtrt (edibility Study and Detail Oriljn of bale Cadule iiilfallon Pre|ect Region Oromla Zone Bals Agro-cllmallc tone Woycnidoga Annn 4.1: Data bate for Au(er Hole Description Soil Survey Study Bale Gaddula Irrigation Project Morophologleai Characieratlca of Auger Hole Q35a! J h 5 5 J 3 1 s 99 1 j 11 bJ *» h 1? l)b h n 1 1n h I lit h E eJ 50 I h 5i ! |i! H u r- uu 752 0GL4IMJ4 AW 304)6/09 lMi» & r/Vtanem GO'O 870 783240 858800 Calcic VartioH <100 LV F D NE-SW AT.LE// 02 >200 m u AU 0 >125cm F/S w N M/S N N S R/1/AVS N C1.44XV8 /HE 753 DGL4O A25 AW jo mt; fndafk A r/Manam Gero 1874 783250 657200 Virtic leptctoii <100 LV F 0 N-S LE// 02 150 m u AU D N N >125 cm F/SO w N kVS N N NJN/N/N N cu CA4 254 0GU0-A26 AW 01/07/09 EM elk A F/UtfU-n Gore 1873 783250 657600 Vertic Leploiolt <100 LV F D NE-SW N/N/N 04 150m u AU 0 N >125 cm M C/S .D w N M/W N N N/N/N/N N CL2 CA4 755 DGL4O-A27 AW 01/07/09 Fail A Tedete Gore 1876 783250 658000 Vertic Lopioioh <100 IV G D N-S LEW 05 >100 m u AU 0 VF >125 cm VF/c M W kCS U U N/WN/N N CU CA4 756 DGL4O-A20 AW 01/07/09 Fail A Tadeie Gero 1800 763250 658400 Calcic Vertuoli <100 LV G D N-S LE/Z 05 >100 m 1 AU 0 VF >125 cm VF/CS M W WS U u N/N/N/N N 02 CA4 757 BGL40-A29 A.\ 06.-07109 En4a* A F/Manem Gore 1869 783250 658777 Verne Lcplotoli <100 LV F 0 N-S LE-ATW 03 150 m u AU D N >125 cm V/5 W N M/9 N N /VN/N/N N CL3/8L2 CA4/HE 758 DGL40-A30 AW 08.07/09 Ender* A F/Ma-ia-n Goro 1871 783250 659200 Vertc lepioiolt <100 LV FG L N-S AT/I 04/05 >100 m u AU 0 N >125 cm C/SB M-W N W/W N S R/2/S/A N CL4XXT CA4A4E 758 780 00140-A31 BGL4O-A32 AW AW 07/Q7/D9 Fau a Tame Gore 1880 763250 659600 Calcic Vennell <100 LV G D N-S LE// 05 >100 m 1 AU D C >125 cm C/S 6 M W M/S U U N/N/N/N N CL54K2 CA44IE 07/07/09 Mekuna A Abate Gero 1878 783250 860000 Cak»c Vertitoii <100 LV F 0 N-S GUO 24)01 03 >IOOm u AU 0 N >125 cm N/N N N M/S N N S/1/U/S N CIS HE/CA4 781 762 BGL4O-A33 AW 25/0609 MWvria A Abate Gora 1867 783250 60 3400 Vertic Leptoioh <100 LV F 0 N-S N/N/N 03 90 m u AU 0 N >125 cm 14/N N N M/S N N 5/1/A^ N CL2 CA4 DGL40-A34 AW 260609 Abe»hae«8 KeAxen 1805 783250 660800 Calcic Vertuoli <100 LV G H N-S N/N/N 05 >100 m II AU 0 N >125 cm V/S M N M/S N N S/1/R/S N CL2 CA4 763 BGL4O-A35 AW 260609 FtU A TaPete Dew* * 1871 783250 661200 CikkVcrtioii <100 IV R 0 N-S IE// 07 '100m u AU 0 M >125 em WCS N N W/S U U N/N/N/N U C4.44XJ CA4 764 BGL4O-A36 AW 264XM09 [ t'tjras Goro Goro Goro 1895 783250 661800 Calcic Vertuoli <100 LV U M N-S AT// 06/07 <100 m V-l COZ s V 40 cm A M/S.C FM N S/R N N S.R/2/A/M N DC Jr SV? 4X5 CA4/H6 /FN2 765 DGL4O-A48 AO TtU A 09O7/DD 1 Taaeae Goro 175 783250 (T6SA00 Cekic Vennell <100 IV G L NW-E LE// 04 >80 m u WE/ A A/CS N W W/W W U N/N/N/N N OL2 HE2 766 DGL40-A47 AW Cnret 1 0607/06 r/va>tam Goro 1770 783220 666000 Calck Vodlioli <100 LV 0 L W-E AT// $5 150m u AU D N >125 cm M C/MC S M-W N v/w N N S R/3/A/M N CV2 CA4 767 OGL4D-A51 AW 1107/09 Endeik A | F/Uetiam , Goro 1743 783250 667592 Calcic Vertuoli <100 LV FG D S-N LE// 034)5 >100 m u AU D N >125 cm OS FM-1A N M/S N N SR/2/A/SM N CL2 CA4 768 BGL43-A52 AW 11/07)09 Endaia A F/Mant'r Goro 1740 783250 669000 Calcic VenJioli <ID0 LV F 0 SE-NW LEW 03/04 150m 1) 1 AU D N >125 cm F/CS FM-Vi N WM/S N N SR/2/A/N N CO CA4 7GB BGL4D-A53 AW 13«7/O9 0e~* A Ekyat Goro 1736 783250 638400 Mollie Vortiiolt <100 LV F L NW-SE LE.ATW 03 <100 m u AU 0 N >125 cm N FM N M/S N N S/1/A/S N CL74K2 /8L2 CA4/HE 770 771 BGL40-A54 AW De»* 130709 A Etyai Goro 1748 783250 668800 Mollie Variiioli <100 LV FG I E-W N/N/N 04/03 <80 m u AU 0 N >125 cm F/CS FM N W/W N N RS^/AWd N CJ/5L2 1BL2 HE/CA4 BGL40-A55 AW 130709 Meku'.e I Abate Goro 1776 783250 669200 Mollie Vertuoli <100 LT R M N-S LE// OC >00 m u AL/CO V F 25 cm C/S N N W/R N N S/2A//S N SU HE 772 BGL40-A56 AW 130709 Mckixia A Abate Goro 1734 783250 569600 Caiac Vertuoli <100 LV F L N-SE LE// 03 >90 m u AU D F >125 cm C/S N N N s/i/u/s N 8124X5 HE/CA4 773 DGL41-A24 AW 300609 Ends’* 1 F/Ma-ia-n Goro 1868 783015 656810 Calcic Van,toll <100 LV F D N-S AT,LEW 02 150 m u AU 0 N >125 cm 1 V/S MW N N M/S M/S N N S/2/A/S N SXXS/GLI CA4/SR /HE 774 DGl.41.A2S AW 300609 EMant i F/Ve>tam Goro 1874 783000 057200 Hapbc N'litoltok <100 LV F D N-S LE// 03 153m u AU D N >125 cm F C/S B W N M/S N N S/l/A/S N CL2 CA4 775 BGL41-A26 AW 010709 EndaA a f/Mir>*m Goro 1863 783000 657600 Vane Lsptoioii <100 LV F D NE-SW rial A Tadeae LEW 04 150 m u AU D N >125 cm C F/FC SB w N W/W N N N/N/NiN N C12 CA4 776 BGL41-A27 AW 010709 Goro 1078 763000 658000 Vertic Lepioioli <100 LV F D N-S reU A Tatfeie LEW 02 150m u AU D VF >125 cm VF/CS w W M/S u U N/N/N/N N CL2 CA4 777 778 JJGL41-A28 DGL41.A29 AW AW 010709 Goro 1865 783300 858400 Vcrbc Leptoioll <100 LV G D NS Endilk A F /Man am LE// 05 150 m II AU 0 VF >125 cm V/CS M w M/S u u N/N/N/N N 02 CA4 060709 Goro 1867 78301$ 658810 Vertrc Lop'oioli <100 LV F 0 NW-SE AT// 03AM 150m 1 AU 0 N >125 cm F/S w N M/S N N S R/1/A/S N . CLVSL2 CA4/HE 779 BGL41-A30 AW 06/0709 IMrt A F/Ma..am Goro 1869 783000 659200 Hapllc Nituoltoli <100 LV F D NE-SW KT G M/0 2/10 04 150 m u AU D N >125 cm C/SB w N kVW N S.R/2/A/S N CLVGL1 CA4/HE 780 DGL41-A31 AW 070709 Feed A Ta tea a N Goro 1872 763300 659600 Hnplic NIUidIidIi <100 LV G 0 N-S LE// 05 >100 m u AU D C >125 cm C/SB N N M/S U u N/N/N/N N GL2 HE 761 BGL41-A32 AW 070709 Fate A Tadeta Goro 1869 783000 660000 Haplk NIUioliols <100 LV G 0 N-S LE// 05 >100 m 1 AU 0 VF >125 cm VF/CS M W M.S u u N/N/N/N N CLSXX2 CA4/HE2 782 BGL41-A33 AW 250609 Mekuf.aA Abate Goro 1361 783300 6GC4C0 Hopllc Nivacdiola <100 LV F D N-S • GUO.3/5% 03 70 m u AU 0 N >125 cm N/N N N M/S N N S/1/R/S N GU CA4 WWDSf In Ariociation with ICT Pate 2£ Final Feasibility Study Report M■Fad er al De moo ilk Republic ol [thlople Ml all try of Waler leiourcei Faailblllty Study and Detail Dailgn of Gaduta hti|aUan Prefect Region Oromla Zone Bale Agro-cllmillc tone Wiyenadoga Anno 4.1: Data bate for Auger Hole DaicrlpUon Sell Survey Study Bala Gadtfula Irrigation Project Morophotoglcil Charactoretica of Auger Hole o i - a t 1 *i 5 ■ § V a 5 2 5 u 3 H l 8 i? d h A ■fl - H 1 120l 2 W JLk h UJ L H 1 , 1? JU LH <5 D H h fl 11 l1l 0 v BGL41-A34 AW 2C-OG.OS Abe>ha-n4 ’-•■MJer' _ 763 784 Goro 1858 783000 660800 Virtk topic sols <100 LV F H W-E GM// 03 >100 m u AU 0 N >125 cm N w N Mb N N S/1/R/S N CL2A3L1 /Sil HE/CA4 BGL41-A35 AW Fare i 2U06’05 Tadata 1858 783OOC 661200 Caloc Vara ioli <100 LV U D N-S LEA 06 >120 m u AU D M >125 cm M/CS N N M/W U U N/N/N/N U CL4A3UI CA4 785 BGL41-A36 AW 26/06/09 I Ckyaa Goro Goro 1870 783000 661600 Calck Voneols <100 LV GU L N-S AT// 06 <100 m V-l co/ S V 50 cm MC/SC F N S/R N N SW2/A/M N 6L2/3L2 /CL5 CA4/HE 786 UGL41-A37 AW 26.06/09 LMaia A f /Uanan- Go»O 1874 783000 662000 Celoc Vertisols ‘100/>5( LV/S U/R M N-S AT// 06/07 >100 m u COME M N >65 cm M/S M N MW/R N N SfWAS N xamu /CL5 HE/CA4 787 UCL41-A48 AW 09/07/09 Fai4 A laden Coro 1799 7829M 665615 Click Vertisols <100 LV G 0 NW-E LEA 05 >100 m 1 come s A 25 cm A/CS N N MM U U N/N/N/N N G4J/CL5 HE 768 0GL41-A47 AW DM) 7/09 EMail A F/Mariarrt Gore 1772 783000 666000 Celoc Vertisols <100 LV GV L WE AT// 05 >100 m u CO/AL 0 N >125 cm M/SBC W N UW N N SR/2/A/M N CQ CA4 789 BGL41-A51 AW 11/07/09 Eneah A F/Mi’W--' Goro 17/48 783000 667600 Click Vortisoll <100 LV F D W-E LEA 03 150 m u AL' 0 N >125 cm F/CS WN m/s N N S.'1/A/S N CL2 CA4 790 BGL41-A52 AW 11/07/09 LMate A FTMa/ia- Goro 1742 783000 668000 Click Virtlsols <100 LV F 0 W-E LEAT// 03 150 m u AU 0 N >125 cm F/S M-W N W/S N N S/1/A/S N CL3/G11 CA4/HE 791 791 BGL41-A53 AW 13/07/09 Da—• A £>yil Goro 1740 783000 668400 Ciloc Virtiiols <100 LV F L NE-SE AT.LEA 03 <30 m u AU 0 N >125 cm V/S FM N mm N N S/l/A^ N CL2/8U /•L2 CA4/HE BGL41-A54 AW 13/07/09 Dea* A £>>yai Goro 1743 783000 668800 Vine Leptosots <100 LV FG L SE-NW AT// 03 <100 m u AU 0 N >125 cm FAS FM N MM N N S R/1/A/S N cornu /8U CAAXt 793 BGL41-A55 AW 13/07/09 EM«b A F/Manam Corp 1747 783000 669200 Voryc Lipkioll «l00/»5< LV/Si JU 6 L NE-SW ATA 05/07 >100m 1 CO/AL 0 N >125 cm M F/MC.S W N MWM N N R^/AA/ N ClMU XXI CA4/HE 794 BGL41-A56 AW 1107/09 U«^4 A Abate Goro 1733 783000 669600 VarlK. Liptoaoia <100 LV F L N-SE LEA 03 >50 m u AU 0 N >125 cm F/S N N M/S N N S/1M/S N 812 HE 795 0GL41-A57 AW 13/07/09 FaUl Talan Goro 1717 783000 670000 Cekic Vertisol* <100 LV U D S-NE LEA 06 >30 m u AU 0 N >125 cm N M W M/S U U S/1/R/5 N G41/C14 HE2 796 BGL4I-A58 AW 1107/09 Fail A Tedata Goro 1698 783000 870400 Virbc Liploioli <100 LV G M SW-NE LEA 05 >60 m u AU 0 N >125 cm N M W M/S U U S/1WS N oo HE2 797 BGL41-A59 AW’ 1407/09 0a«« A Ebylt Goro 1095 783000 670800 | Voriic Leptoioli <100 LV 0 L W-E N/N/N 05 <60 m c AU D N >125 cm V/S M N W/W N N R.S/2JA/M N SL2AX2 HE WWDSf In AMOcletion w.rfi ICT FiieH Rnel FaailbUlty Study Rave" ade« ieuo|AaunFederal Democratic Republic of Ethiopia Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Surwy S H ISR Bale Gadula Irrigation Project Morophological Characterstics of Auger Holo ' Code \ Mottle's-i; txfa/coSljg . • Texture y^<2mrn gin ggg g 1 , BGL42A24 0-20 10YR3/1 N/N C N/N N/N/N/N/N ST 0GL42A24 20-80 10YR2/1 N/N C NUN N/N/N/N/N ST BGL42A24 80125 10YR2/1 N/N C N/N F/WH/a/K/N.C EX 2 0GL42A25 0-20 7.5YR2.5/1 N/N c N/N N/N/N/N/N N BGL42A25 20-75 7.5YR2.5/3 NUN c N/N N BGL42A25 75-125 7.5 YR 3/3 N/N c N/N F/WH/H/K/N SL 3 BGL42A26 0-30 10YR3/1 N/N c NUN F/WH/H/K/N ST BGL42A26 30-70 10YR2/1 N/N c NUN M/WHfB/K/C.N EX BGL42A26 70-125 10YR2/2 N/N c N/N A/WH/B/K/C.N EX 4 BGL42A27 0-30 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL42A27 30-75 10YR2/1 N/N c NUN C/WH/H/K/N ST BGL42A27 75-125 10YR2/2 N/N c N/N A/WH/P./K/CN EX 5 BGL42A28 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL42A28 25-70 10YR2/1 N/N c N/N N/N/N/N/N SL BGL42A28 70-125 10YR2/1 N/N c F/FM F/WH/H/K/N ST 6 BGL42A29 0-30 10 YR 3/2 N/N c NUN N/N/N/N/N ST BGL42A29 30-75 10YR3/1 N/N c NUN F/WH/B/K/N.S ST BGL42A29 75-125 10YR2/1 N/N c NUN F/WH/B/K/N.S EX 7 BGL42A30 0-25 7.5YR2.5/1 N/N c NUN N/N/N/N/N N BGL42A30 25-75 7 5YR3/4 N/N SIC NUN N/N/N/N/N SL BGL42A30 75-125 7 5YR 3/3 N/N c NUN F/BL/H/MrJN SL 8 BGL42A31 0-25 2 5YR3/4 N/N CL NUN N/N/N/N/N N BGL42A31 25-75 2 5YR2.5/4 N/N c N/N N/N/N/N/N N BGL42A31 75-125 2.5YR2 .5/3 N/N c NUN N/N/N/N/N N 9 BGL42A32 0-25 10YR3/1 N/N c NUN Vr/WH/H/K/N SL BGL42A32 25-60 10YR2/1 N/N c F/FM F/WH/H/K/N MO BGL42A32 63-80 10YR2/1 N/N c F/FC F/WH/S/K/S ST 10 BGL42A33 0-20 10YR3/1 N/N SIC NUN N/N/N/N/N N BG142A33 20-40 10YR2/2 N/N c NUN F/WH/H/K/S ST BGL42A33 40-125 10YR2/1 N/N c NUN F/WH/H/K/S ST 11 BGL42A34 0-20 10YR3/1 N/N c NUN N/N/N/N/N ST E1$L42A34 20-60 10YR2/1 NUN c NUN F/WH/H/KN EX BGL42A34 6080 10YR2/1 NUN c NUN C/WFU3/K/N.S EX 12 BGL42A35 025 10YR3/1 NUN SIC NUN NUNLNUNUN MO BGL42A35 25-80 10YR2/1 N/N-->~- - -c NUN VF.F/WKSnvS MO BGL42A35 80125 10YR2/1 N/N c NUN F.WHA-VKJN ST 13 BGL42A36 025 10YR3/1 N/N c NUN N/N/N/N/N N BGL42A36 25-15 10YR2/1 N/N c NUN N/N/N/N/N BGL42A3B MO 75-125 10YR3/1 NUN c v/c V/WH/B/K/C.N 14 BGL42A37 ST 020 10YR3/1 N/N c NUN V/WH/H/K/N BGL42A37 SL 2060 10YR3/2 N/N c NUN F.WH/FVK/N ST 15 BGL42A37 BGL42A38 60-125 020 10YR2/1 10 YR 3/1 N/N N/N c SIC F/F M/WH/H/K/N EX 16 BGL42A43 020 10YR3/1 N/N c NUN BGL42A43 N/N/NUNUN 2060 10 YR 3/2 SL SL N/N c V/F N/N/N/N/N BGL42A43 60-80 SL 10YR2/1 NUN c F/F 17 BGL42A44 FAA/H/H/K/N 0-20 10YR3/1 ST NUN Sic NUN BGL42A44 N/N/N/N/N 2055 10YR2/2 N NUN c NUN N/N/N/N/N 18 BGL42A45 015 10YR3/1 SL NUN Sic NUN BGL42A45 N/N/N/N/N 15-45 10 YR 2/2 N/N c SL F/F 19 BGL42A46 025 N.N/N/N/N 10YR3/1 N/N c SL NUN BGL42A46 N.N.N/N/N 25-65 10YR2/1 N/N c SL NUN F/WH/H/K/N BGL42A46 BGL42A47 65-90 0-30 10YR2/1 NUN c M0 F/FM 20 F/WH/BzK/NS ST BG1.42A47 BGL42A47 30 90 90125 10YR2/1 10YR3/2 N/N N/N c c Q NUN NUN F/WH/H/bJN V/WH/HK/N ST ST 21 BGL42A51 0-20 10 YR 3/2 N/N c NUN BGL42A51 20-85 VF,F/WH.RE/H.S/K.Fe/N S N/N/NUNUN 10YR2/1 N/N c ST ST N/N OGL42A51 85-125 V/WH/BrK/N S 10YR2/1 ST N/N c F/F 22 BGL42A52 CAVHH/KN 0-25 10YR3/2 N/N c EX N/N BGL42A52 25-85 N/N/N/N/N 10YR3/1 N/N c ST NUN F/WH RE/H.S/K.Fe/N S ST • BGL42A52 85-125 10YR2 5/1 N/N c F/F F/WHRE/H.S/KJ e/N S STFederal Democrat.c Republic of Ethiopia- Mlnlwy of Water Resources Feasibility Study and Detail Design of Bale Cadula Irrlgalton Project Annex 4.1 ; Data base for Auger Mole Descrif Soil Survey S z-r..: C ID : «.Codo (cm) Colour . (mo)U/L . •^Mottles*? . "(a/coSlj‘ , ; Texture r ragmen! . - (a/coHi/n/k) ' CaCo3 ' 23 BGL42A53 0-30 10YR3/1 NTs' C N/N V/BL/H/Mn/N ST BGL42A53 30-80 10YR2/1 N/N C N/N F/WH/B/K/N.C EX BGL42A53 80-125 10YR3/1 N/N C N/N F/WH/S/K/C.S EX 24 BGL42A54 0-30 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL42A54 30-80 10 YR 2/1 N/N c N/N F/WH/S/K/S EX BGL42A54 80-125 10YR2/2 N/N c N/N V/WH/S/K/S EX 25 BGL42A55 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL42A55 20-60 10YR2/2 N/N c N/N N/N/N/N/N EX BGL42A55 60-80 10YR3/3 N/N c N/N N/N/N/N/N EX BGL42A55 80-125 10YR3/4 N/N c N/N N/N/N/N/N EX 26 BGL42A56 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL42A56 25-90 10YR2/2 N/N c N/N F/WH/S/K/N ST BGL42A56 90-125 10YR2/1 N/N c N/N F/WH/S/K/N ST 27 BGL42A57 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL42A57 25-70 10YR3/1 V/F/GR c N/N F/WH/B/K/N.S ST BGL42A57 70-125 10YR2/2 F/GR c N/N VF.F/WH/H/K/N ST 28 BGL42AS8 0-20 10YR3/1 N/N SIC N/N N/N/N/K/N EX BGL42A56 20-75 10YR3/2 N/N c N/N F/WH/S/K/S.C EX BGL42A58 75-125 10YR2/2 N/N c N/N V/WH/S/K/S EX 29 BGL42A59 0-20 10YR2/1 N/N c N/N N/N/N/N/N ST BGL42A59 70-85 10YR2/1 N/N c N/N V/WH/S/K/S ST BGL42A5S 85-105 10YR2/2 N/N c N/N N/N/N/N/N ST 30 BGL42A60 0-20 10YR3/1 N/N c N/N N/N/N/N/N EX BGL42A60 20-75 10YR2/2 N/N c N/N N/N/N/N/N ST BGL42A60 75-125 10YR2/1 N/N c N/N V/WH/H/K/N EX ? 31 7 VBGL42X61* ~ • • / " nti ” • .1 : • ' './/// •>;-?. ■ • - • 32 BGL42A62 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL42A62 25-75 10YR2/1 N/N c N/N F/WH/B/K/N.S ST BGL42A62 75-125 10 YR 2/2 N/N c N/N VF .F/WH/S/K/S ST 33 BGL43A24 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL43A24 25-75 10YR2/1 N/N c N/N F/WH/B/K/N.S ST BGL43A24 75-125 10YR3/2 N/N c N/N N/N/N/N/N EX 34 BGL43A25 0-20 10YR3/2 N/N c N/N V/WH/H/K/N SL BGL43A25 20-65 10YR3/1 N/N c N/N N/N/N/N/N SL BGL43A25 65-125 10YR2/1 N/N c N/N FAA'H^VK/N ST 35 BGL43A26 0-25 10 YR 3/1 N/N c N/N V/WH/H/K/N MO BGL43A26 25-75 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL43A26 75-125 10YR2/1 N/N c N/N M/WH/0/K/C.N ST 36 BGL43A27 0-30 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL43A27 30-80 10YR2/1 N/N c N/N C/WH/H/K/N EX BGL43A27 80-125 10YR2/2 N/N c N/N M/WH/H/K/N EX 37 BGL43A28 0-20 10YR2/1 N/N SIC N/N N/N/N/N/N SL BGL43A28 20 90 10YR2/2 F4/N c N/N F/WH/S/K/C ST BGL43A28 90 125 10YR2/1 N/N c N/N F/WH/S/K/C ST 38 BGL43A29 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL 9GL43A29 25-70 10YR2/2 N/N c N/N F/WH/S/K/C MO BGL43A29 70-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 39 BGL43A30 0-20 10YR3/2 N/N C N/N N/N/N/N/N ST BGL43A30 20-50 10YR3/1 N/N C N/N V/WH/S/K/S EX BGL43A30 50-125 10YR2/1 N/N C N/N F/WH/S/K/S EX 40 BGL43A31 0-25 2 5YR 3/4 N/N SIC N/N N/N/N/N/N N BGL43A31 25-75 2.5YR2 5/4 N/N c N/N N/N/N/N/N N BGL43A31 75-125 2 5YR3/6 N/N c N/N N/N/N/N/N N 41 BGL43A32 0-25 10YR3/1 V/F/R B c N/N N/N/N/N/N SL BGL43A32 25-80 10YR2/1 VF/RB.GR c N/N N/N/N/N/N MO BGL43A32 80-125 10YR2/1 F/GR c N/N K7N/N/N/N ST 42 0GL43A33 0-20 10YR3/1 N/N c N/N N/N/N/N/N N BGL43A33 20-85 10YR2/2 N/N c N/N N/N/N/N/N N BGL43A33 85-125 10YR2/1 N/N c N/N N/N/N/N/N N 43 BGL43A34 0-20 10YR3/1 N/N SIC N/N V/WHAVK/N ST BGL43A34 20-50 10YR2/1 N/N C H/N F/WH/H/K/N EX BGL43A34 50-125 10YR2/1 | N/N C N/N VF.C/BL.WH/H B/Mn.K/N,S EX final IaatMIxy Study kapurlFederal Democratic Republic of Ethiopia- Ministry of Water ReiAurcra Featlbllfty Study and De til I Dtilgn of Bale Gadula Irrigation Project n JU Bale Gadula Irrigation Project Morophological Character-sties of Auger Hole • ISP,(a?coSr)r nn 44 BGL43A35 0-25 2-5YR2.S/1 N/N SIC N/N WiWN N BGL43A35 25-60 2 5YR2/1 NN c NN N.7LN.NN N BGL43A35 60-125 2 5YR2/1 N/N c NN F/WH/SX/S SL 45 BGL43A35 0-25 10YR3/1 NN c N/N NNNNN EX BGL43A36 25-70 10YR2/1 N/N c N/N M/V/H/B/K/C.N EX BGL43A36 70-125 10YR2/1 NN c N/N c/wH/awc.N EX 46 BGL43A37 0-20 10YR3/2 NN c NN NNNNN SL BGL43A37 20-55 10YR3/1 N/N c NN V/WH/HXN MO BGL43A37 55-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 47 BGL43A38 0-25 10YR2/1 N/N c F/FM F/WH/H/KN ST 48 BGL43A39 0-25 10 YR 2/2 N/N SIC NN N/N/NN/N SL 49 BGL43A40 0-20 10YR3/1 N/N c NN F/VVWH/K/N EX 50 BGL43A41 0-10 10YR3/1 N/N c N.N NN/N/NN EX BGL43A41 10-30 10YR2/2 N/N c V/FM VMHWCN EX 51 8GL43A42 0-25 10YR3/1 N/N c N/N NN/NNN ST BGL43A42 25-85 10 YR 3/2 NN c N/N cayh/h/k/n ST BGL43A42 85-125 10YR2/1 N/N c N/N QV/H/HX/N EX 52 BGL43A43 0-20 10YR3/2 ’ N/N c N/N NNNNN ST BGL43A43 20-65 10YR3/1 N/N c N/N V/WH/H/KN ST BGL43A43 65-125 10YR2/1 N/N c N/N F/WH/H/KN ST 53 BGL43A44 0-20 10YR3/2 N/N SIC N/N NNNNN SL BGL43A44 20 70 10 YR 3/3 N/N c NN F/WH/SX/N ST BGL43A44 70-125 10 YR 2/2 N/N c NN FAVH/S/K/N ST 54 BGL43A45 0-20 10YR3/1 N/N SIC N/N NNNNN SL BGL43A45 20-55 10YR2/2 NN C N/N NNNNN .SL BGL43A45 55-125 10YR2/1 N/N C N/N F/WHHYX ST 55 BGL43A46 0-25 10YR3/1 NN C N/N NNNNN SL BGL43A46 25-80 10YR2/1 N/N c VF/FM VF.F/RE.WH/S H/Fe K/S.N ST BGL43A46 80-125 10YR2/1 N/N c F/FM VRYVM/H/K/N ST 56 BGL43A47 0-20 10YR372 N/N c N/N VIVVH/HNN SL BGL43A47 20-65 10YR3/3 NN c N/N FAYH. REN. S/K.F-N S SL BGL43A47 65-125 10YR3/4 NN c NN F.C/WH.BL.REN.S’K.Mn.-eN S SL 57 BGL43A48 0-20 10YR3/1 N/N SIC NN NNNNN N BG143A48 20-60 10YR2/2 NN c N/N F/WWS/K/C ST BGL43A4B 60-125 10YR2/1 C N/N c NN F/WH/SJKC ST 58 BGL43A50 0-25 10YR3/2 N/N c N/N VF.WH/HNN MO BGL43A50 25-80 10YR3/1 F/GR c N/N F/WH/aKN S ST BGL43AS0 80-125 10YR3/1 VF/GR c N/N F/WH/S/K/3 EX 59 BGL43A51 0-25 10 YR 3/2 N/N C NN NN/NNN ST BGL43A51 25-85 10YR2/1 N/N C N’N N'MNNN ST BGL43A51 85-125 10YR2/1 N/N c N/N V/WH/H/KN EX 60 BGL43A52 0-20 10 YR 3/2 N/N c NN N'NN/KN ST BGL43A52 20 55 10YR3/1 N/N c N/N NNNNN EX 61 BGL43A53 0-30 10YR3/1 N/N c c N/N NN F/WH/H'KN NNNNN BGL43A53 30-125 EX ST 10YR2/1 N/N c NN V.WH/S/K-S 62 BGL43A54 0-30 EX 10YR3/1 N/N c NN BGL43A54 V/WH/H/KN 30 80 EX 10YR2/1 NN c NN BGL43A54 F.VF/WH.BL/B.H/K MnN.C N 80-125 10YR2/2 EX NN c N/N V/WH/H/KN 63 BGL43A55 0-20 ST 10YR3/2 NN c NN N/NNNN BGL43A55 20-40 ST 10YR2/2 N/N c NN NNN.NN BGL43A55 40-100 ST 10YR2/1 N/N c NN BGL43A55 100-125 f/wh/sx/c EX 10YR3/1 NN c NN NN.N.MN 64 BGL43ASG 0-25 10YR3J1 EX NN SIC NN NNN.NN BGL43A56 25-70 MO 10YR2/2 N/N c NN F/WH’HXN BGL43A56 70-125 10YR2/1 NN c ST NN F.WHHNN ST WVrtAl In AiuxUlun w>ih Kt **<• Jr.d.ral Democratic Republic of Ethiopia. Mlnlttry of Water Resource, reatlblllty Study and Detail Deelgn of Bale Oadul. IrrlQatlon Project Annex 4.1 : Dau bate for Aujjer Hole Datcrlf Soil Survey • a'- ID Code ’ . I, i £Mottles\ ft (a/coSI) | Texture / Rc k Fragment’' /M'wsijM-; . ;CaCo3. ■" 65 BGL43A57 0*25 10YR2/1 N/N c N/N N/N/N/N/N M0 BGL43A57 25-80 10YR3/1 N/N c N/N VF/WH/S/K/S ST BGL43A57 80 125 10 YR 2/2 VF/GR C N/N N/N/N/N/N ST 66 BGL43A58 0-25 1CYR4/1 N/N c N/N V/WH/HA'JN EX BGL43A58 25-75 10 YR 3/1 N/N c N/N N/N/N/N/N EX BGL43A58 75-125 10 YR 3/2 N/N c N/N N/N/N/N/N ST 67 BGL43A59 0-15 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A59 15-80 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A59 B0-125 10YR3/2 N/N c N/N N/N/N/N/N ST 68 BGL43A60 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL43A60 25-90 10YR2/2 N/N c N/N F/RE/S/K/C ST BGL43A60 90-125 10YR2/1 N/N c N/N r/WH/SK'C ST 69 BGL43A61 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL43AG1 25-85 10YR2/2 F/GR c N/N F/WH/H/K/N EX BGL43A61 85-125 10YR3/1 VF/GR c NAM VF/WH/S/K/S ST 70 BGL43A62 0-25 10YR3/1 N/N SIC N/N N/N/NAMAM ST BGL43AG2 25-85 10YR1/1 N/N c N/N VF/WH/S/K/S ST BGL43A62 85-125 10YR2/2 F/GR c N/N F/WH/B/K/N.S ST 71 BGL43A63 0-25 10YR3/2 N/N c N/N NAM/NAMAM ST BGL43AG3 25-80 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A63 80-125 10YR2/2 NAM c N/N V/WH/H/K/N EX 72 BG143AG4 0-20 10YR3/1 N/N c N/N N/N/N/NAM ST BGL43A64 20-90 10YR2/1 N/N c N/N NAM/N/N/N ST BGL43A64 90-125 10 YR 3/2 N/N c N/N NAM/N/N/N EX 73 BGL44A25 0-25 10YR3/1 N/N c NAM NAMAM/NAM MO BGL44A25 25-60 10YR2/1 N/N c N/N FAVH/H/K/N ST BGL44A25 60-125 10YR2/2 N/N c N/N M/WH/B/K/C EX 74 BGL44A26 0-30 10YR3/3 N/N CL N/N F/WH/H/K/N MO BGL44A26 30-65 10 YR 312 N/N c N/N C/WH/B/K/C N M0 BGL44A2G 65-125 10YR3/4 N/N c NAM C/WH/B/K/C.N ST 75 BGL44A27 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL44A27 25-60 10YR3/1 N/N c NAM N/N/N/N/N ST 0GL44A27 60-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 76 BGL44A28 0-25 2 5YR2 5/1 NAM SIC NAM NAM/N/N/N N BGL44A28 25-60 2.5YR3/6 N/N c N/N NAM/N/N/N N BGL44A26 60-125 2 5YR2 5/4 N/N c N/N NAMAMAMAM N 77 BGL44A29 0-20 10YR3/1 N/N SIC NAM NAM/N/N/N MO BGL44A29 20-100 10 YR 2/2 NAM c NAM F/R E/S/K/C ST BGL44A29 100-125 10YR2/1 N/N c NAM F/RE/S/K/C ST 78 BGL44A30 0-25 10YR3/2 N/N c NAM N/N'N/N/N ST BGL44A30 25-60 10YR3/1 N/N c N/N F/WH/B/K/N.S EX BGL44A30 60-125 10YR2/1 F/RB c NAM M/WH/B/K/N.S EX 79 BGL44A31 0-25 10 YR 3/2 N/N c NAM NAMAMAMAM MO 25-60 10YR3/1 NAM c NAM F/WH/H'K/N ST to BGL44A31 BGL44A31 60-80 10YR3/2 NAM c VF/FM F/WH'S/K/S ST 80 BGL44A32 0-25 10YR3/1 NAM c N/N NAM AM/N/N SL BGL44A32 25-60 10YR2/1 NAM c N/N VF/WHAVKAM MO BGL44A32 60-80 10YR2/1 N/N c N/N F/WHBK/N.S ST IB 81 BGL44A33 0-20 2 5YR3/6 N/N c NAM NAMAMAM/N N BGL44A33 20-60 2 5YR2 5/4 NAM c NAM N/N/N/N/N N BGL44A33 60-125 2 5YR2 5/3 N/N c NAM NAMAMAM/N N 82 BGL44A34 0-20 10YR3/1 N/N Sic N/N F/WH/H/K/N ST BGL44A34 20-60 10YR2/1 N/N c NAM C/WH/H/K/N EX 83 BGL44A35 0-25 2 SYR3/4 NAM SIC NAM N/N/N/N/N N BGL44A35 25 80 2.SYR2 5/3 N/N | C NAM N/N/N/N/N N BGL44A35 80-125 2.5YR2 5/4 N/N c N/N NAM/NAMAM SL 84 BGL44A36 0-30 10YR3/1 NAM c NAM NAM/N/N/N ST BGL44A36 30-80 10YR2/1 NAM c NAM M/WH/B/K/C N EX BGL44A36 80-125 10YR2/2 N/N c NAM A/WH/S/K/C EX 85 BGL44A37 0-25 10YR3/1 N/N c NAM N/N/N/N/N SL BGL44A37 25-75 10YR2/1 N/N c NAM V/WH/H/K/N ST BGL44A37 75-125 10YR2/1 N/N c N/N F/WH/H/K/N EX Final F.euto.ty Hue, M.pon iFederal Democratic Republic of Ethiopia- Mlnletry of Water Roeourtei Fallibility Study and Detail Detlgn of Bale Qadula Irrigation Project Annex 4.1 : Data ban for Auger Bale Gadula Irrigation Project Moropholoqical Characterstics of Auger Holo n ■ «r Depth'/.* • (cm)’ / V^.Cotaur •>?(moju/ $ j l? Mottles V (a/coSI) feTpxture^ ' ‘.Nodules *;(i'co/h/n/k) 86 Cu BGL44A38 0-25 10YR2/1 N/N C N/N N/N/N/N/N “"T BGL44A38 25-75 7.5YR2 5/1 N/N C N/N VF/WH/S/K/S ST BGL44A3B 75-125 10YR2/1 N/N C N/N C/WH/B/K/N.S ST 87 BGL44A39 0-15 10YR2/2 N/N SIC N/N N/N/N/N/N MO BGL44A39 15-35 10YR2/1 N/N C N/N F/WH/S/K/C ST 88 BGL44A40 0-20 10YR3/1 N/N SIC N/N F/WH/H/K/N EX BGL44A40 20-50 10YR4/2 N/N c N/N C/WH/B/K/N.S EX BGL44A40 50-70 10YR2/2 N/N c V/FM M/WH/B/K/N.S EX BGL44A40 70-125 10YR4/4 N/N c V/FM A/WH/B/K/N.S EX 89 BGL44A41 0-20 10YR2/2 N/N c N/N N/N/N/N/N ST BGL44A41 20-30 10 YR 2/2 N/N c N/N F/WH/H/K/N EX 90 BGL44A42 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL44A42 25-75 10 YR 3/1 N/N c V/FM N/N/N/N/N ST BGL44A42 75-125 10YR2/1 N/N c V/FC N/N/N/N/N EX 91 BGL44A43 0-25 10 YR 3/1 N/N c N/N N/N/N/N/N ST BGL44A43 25-70 10YR3/2 N/N c N/N V/WH/S/K/C ST BGL44A43 70-125 10YR2/1 N/N c N/N N/N/N/N/N EX 92 BGL44A44 0-25 10YR3/1 N/N SIC N/N F/WH/H/K/N ST BGL44A44 25-90 10YR2/2 N/N c N/N F/WH/H/K/N ST BGL44A44 90-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 93 BGL44A45 0-20 10YR4/1 N/N CL N/N N/N/N/N/N MO BGL44A45 20-80 10YR3/1 N/N c N/N F/WH/B/K/N MO BGL44A45 80-125 10YR2/1 N/N c N/N F/WH/B/K/N MO 94 BGL44A46 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N N BGL44A46 • 25-70 2.5YR3/2 VF/RB c N/N N/N/N/N/N N BGL44A46 70-125 2 5YR3/4 C/RB c N/N N/N/N/N/N N 95 BGL44A47 0-15 7.5 YR 3/4 N/N SIC N/N N/N/N/N/N N BGL44A47 15-55 2.5YR3/6 N/N SIC N/N N/N/N/N/N N BGL44A47 55-125 2 5YR2.5/4 N/N c N/N N/N/N/N/N SL 96 BGL44A4B 0-25 2 5YR4/3 N/N CL N/N N/N/N/N/N N BGL44A48 25-80 2 5YR3/4 N/N c N/N N/N/N/N/N N BGL44A48 80-125 2 5YR2 5/4 N/N c N/N N/N/N/N/N N 97 BGL44A49 0-25 10YR2/2 N/N SIC N/N N/N/N/N/N MO BGL44A49 25-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 98 BGL44A50 0-25 10YR3/2-' N/N c N/N N/N/N/N/N MO BGL44A50 25-90 10YR3/1 N/N c VF/FM F/RE/S/F/N ST BGL44A50 90-125 10YR2/2 N/N c N/N VF.C/WH RE/H.S/K.Fe/N ST 99 BGL44A51 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL44A51 25-75 10YR2/1 N/N c N/N N/N/N/N/N ST BGI44A51 75-125 10YR2/2 N/N c N/N F.VF/RE.WH/S H/Fe K/S.N EX 100 ' BGL44A52 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL44A52 20-75 10YR2/1 N/N c N/N V/WH/S/K/S ST BGL44A52 75-125 10YR3/1 N/N c N/N F/WH/H/K/N ST 101 BGL44A53 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL44A53 25-75 10YR2/1 N/N c N/N V/WH/S/K/C.S EX BGL44A53 75-125 10YR3/2 N/N c N/N F/WH/S/K/S EX 102 BGL44A54 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL44A54 30-80 10YR2/2 N/N c N/N V/WH/B/K/C N EX BGL44A54 80-125 10YR3/2 N/N c N/N F/WH/S/K/C EX 103 BGL44A55 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL44A55 20-85 10YR2/1 N/N c N/N N/N/N/N/N EX BGL44A55 85-125 10YR3/2 N/N c N/N N/N/N/N/N EX 104 BGL44A56 0-25 10YR2/2 N'N SIC N/N N/N/N/N/N MO BGL44A56 25-60 10YR2/2 N/N C N/N F/WH/H/K/N ST BG144A56 60-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 105 BGL44A57 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL44A57 25-90 10YR2/1 N/N c VF/FM F/WH/B/K/N. S ST BGL44A57 90-125 10 YR 2/2 VF/GR c N/N N/N/N/N/N MO 106 BGL44A58 0-20 10YR3/1 N/N c N/N N/N/N/N/N EX BGL44A58 20-80 10YR3/2 N/N c N/N N/N/N/N/N EX BGL44A58 80-125 10YR2/2 N/N c N/N N/N/N/N/N EX VVWUM In tiuxuboc wfth ICT Mn*. l.iL-lMVty MmO* Ripo/tBa’e Gacula Imcstjon Project Mo^oohcPocical Char^cterstics of Auger Hole »■>(’(&> B"■ ;o I’X •’ . ode ’ -J .{==} .-i: .. 7‘ •. Ucr (acoSO ! <2rr-: Rock- . Fr^cmert; , S J CS c- 1G7 BS.4AAS9 0-3C 1CYR3.1 nw c NN KNNNN ST j EGL44AS3 i x-ec 1wYR2n MN c NN Q’^SS'FSG 1 ST ! BGL^ASS 1 83-125 1CYRCJ2 NJN c rcN F/j^sras EX •08 bo.4a*s: Z-Z ’.CVR3.” NN c NN NN’NN.N MO =OL*-**SZ 25-7= 17*02.7 NN c NN FASHHX.N 1 ST ' soxxax 75-125 T7*R2- NN c NN RV.HWGN ST 109 =GL«A£- 0-25 1CYR27 NN 1 c NN NNNNN MO 1 BO 44A=- 25-73 10YR3-1 FOR c NN VFAWSAQS ST 1 5GE.44A51 70-125 c **0 NN 5i.« NN FAVHWKN 1 ST ebrir ; 3GL44AS2 / 25-25 1CYR22 10YRX1 NN VF/WHHXN VO • ZYR32 1 «s-~ c r- G 111 C-2S •-7OV’ NN c NW r/WHWKW KN’NNN EX ST 3GL44A53 ! 2=-EC 1C*rxZ- NN c NN NN’NNN ST ; =GL*4A£3 SC-125 1CYR32 NN c NN 1 V/WHS1CS EX 112 I SO.44AS* 0-2S 1^037 NN c NN NNNNN ST 1 EG.44A54 I 25S5 13YH27 NN i c NN v,v v;sks ( ST » EO 4i=S4 j 95125 1CYR32 NN i c NN NWNNN ST 113 ' 8O 4ZA£5 1 5X ICYrU.'l NN 1 sc KN V/AH'SAW.C ST • =>O 44A£= 1 30-75 TGYRSH NN c NN KN.N.NN EX 3O-44AS5 ' 75-125 1 70YRZ2 NN c NN NftMNN EX 114 30.4535 G-Z 1 Z5YRAX NN 1 CL NN NN74N.N N 30.45*25 i 25-45 23Y=3A NN 1 c NW NN.NNN N BG.4S*Z 45-75 1 25YR2S2 NN 1 sc MN NNIiNN N 1 3X45*25 1 75-125 23YR32 NN 1 sc rVxrJl>' N’MIWrW N 115 . 80.45*27 | C-X I 1GYR371 NN 1 c NN V/VfrVJ-VKW MO ' 80.45*27 : X-75 1 ior?»2n NN c NN F/WHHX/N EX I 80.45*77 I 45-125 1 1CYR2T NN c NW CM'H’H'KW EX 116 80.45*22 c-z 25YR2S3 NN sc NN NN/NNN N 20.45*22 i Z-9C 25YR2X NN c NN NI^NNN N 80.45*2* 1 SC-125 2.5YR35 NN c NN NWNWW N 117 =0-45*29 1 G-2S 1 10YR3H NN I sc NN NNNNN SL 83.45*22 f 2>6Z 1GYR22 NN c fiN F/^^HSWC MO 8G 4S*2S SC-125 1 1CYR2H NN c NN FATHS/K/C ST 118 . 8S.45AX G-Z 1 1CYR3.2 NN c i NN NWWW.N N 8GL45*X 25-75 101723*1 VF/GR i c I NN NW/N/NW uo SGL45*X 75125 10YR3.1 F/GR c 1 VF/FC WNWffiW ST 119 80.45*21 3-25 17*031 NN c I NN NW/NWW MO 30.45*3' 25-60 1CYR2TJ KN c ! NN VF7//H/H.WN ST 12C 30.45*22 C-Z 1CYR27 i NN c i NN NNNN.N S. 30 45*32 25-X 1 1CYR22 1 F/RB c 1 VF/FM NNNNW MO 30.45*22 ac-t25 1CYR2J2 I VF«3 c I NW VFATrVH.'KffJ ST 121 80.45*23 ox 25^033 I NN C3. 1 NN MiKMi N 25-5C 2-5YR3** * NN c i N/NWWW N 80.45*22 5C-125 2 SO2 57 I NN c i Ml NKN-NI* N 122 30.45*3* 5Z 1CYR3H NN ! SC 1 K.N N’NWTiN EX 4=A34 20-Z 1SY7QH NW I S>C 1 NN F/’/AVHWN EX i 80.45*34 ! 7G-1Z 1CYR2/1 NN c 1 NN C//^V2/KW.S EX “23 30.45*35 G-Z 25YR3S* NN 1 sac i NW MUMi/H N 30.45*25 25-6C 22*032 NN c NW WMl/NIN N i 30.45*35 j eo-iz 25YFSX MN c MN MifMW N 124 ! 30.45*35 C-Z 13YR3H NN c i NN Mi.li.M4 N 80.45*36 2575 1CTR2H 1 HIM C I NN cr/r^/t j' ri ST 80.45*36 75-lZ 1CYR21 I NW c NN ur/rrVEf/jn c EX 125 1 80.45*27 C-X 1 1SYR371 1 KN c NN FMMViW MO 80.45*37 ; X-£5 1702.1 NN c Ml FWrVZ^JS ST 80.45*37 ’ 25125 1CYR2H NN c i Mi Ff/frVrVt^l EX 125 30.45*35 C-Z 1CYR2M NN c Mi MUMlli SL 8045*2! 2575 7502-51 1 VF/R2 c VF/F VrttrrAWJH MO 5*^ 4<XV. 1 75125 1SYR271 1 NM c Mi j FNfrV2J/J5H ST \7i ; 8045*3? ' C-Z 1C/R2Z1 NN sz: i NW Minirti.n MO 30.4539 1 2573 1702/2 1 M»i c NN FHM5KJC ST 30.45*39 751Z 1702,1 1 NW c 1 NW Ftttr<J5tfJC STBale Gadula Irrigation Project Moropholcgical Characterstics of Auger Hole '.Texture'* ID.--. . Code >’(rao)un c^ >ZRock> V<- r •; -1 •*•?/» licrfufes (i'ca/h/a/kj - < • ■ ■ . • 128 BGL45A40 1 0-20 10YR2/1 KN c KN 1 KNNXN ST 5GL45A40 1 20-60 10 YR 3/3 KN SIC KN V/WHHX/N EX BGL45A40 1 60-125 10YR3/2 KN SIC KN I F/WH'aKN S EX 129 BGL45A41 | 0-20 10YR3/1 KN I SIC KN 1 KKN.XN EX BGL45A41 j 20-50 10YR3/3 KN c KN FAVrWHX/N EX BGL45A4*. j 50 90 j 10YR22 1 KN I c I KN F/WHfrVWN EX BGL45A41 | 90-125 10YR2/1 KN C 1 KN F/WHIS/K/S 1 EX 130 BGL45A42 1 0-25 10YR3/2 j KN c KN KKKN.N ST 3GL45A42 1 25-65 I 10 YRS'1 KN c KN 1 V/WFW.X/N ST SGU5A42 1 65-125 1 10YR2/1 1 KN c 1 KN 1 VTWHIH/Kffi EX 131 3GL4SA43 I 0-25 1 10YRS2 I KN c 1 KN 1 KKN-NN ST BGL4SA43 I 25-65 1 10YR3/1 I KN c 1 KN V.VfrVSVJC ST I BGL45A43 1 65-125 10YR2/1 KN c KN 1 F/WHH.KN EX 132 j 9GL4SA44 1 0-25 10YR2/2 KN j SIC 1 KN 1 K’KNN.N SL I BGL4SA44 | 25-100 10YR2/1 KN c 1 KN I FAVHSK/N ST BGL45A4Z | 100-125 10YR2/2 KN c KN rMWSAW ST 133 I 8GL4SA45 0-20 10YR4/2 KN SIC KN FAfiMSICS ST I BGL4SA4S 20-60 10YR3/1 KN c i KN 1 C/Yfri/RX'SN EX 134 j 9GL4SA46 0-25 10YR3/1 C KN KKKN.N SL BGL4SA45 25-90 10YR2/1 KN c 1 Vr/rM VFA’frfrZ'GN WO BGL45A46 1 90-125 10YR2/1 Vr/GR I c F/FM F/Vfr’JHX/N ST 135 BGL45A47 I 0-25 10YR3/2 KN c KN KN/KKN SL BGL45A47 i 25-70 10YR2/2 KN c KN FMWVK/N ST BGL4SA47 | 70-100 10YR2/1 KN c KN F CMHRSHSKFe/N S EX 136 BGL45A48 1 0-25 10YR4/1 KN SIC KN KN.N.N.N ST. BGL45A48 1 25-55 10YR2/2 KN c KN f/rls:<c ST BGL45A48 1 55-125 10YR2/1 KN c KN r.RSSKC ST 137 BGL45A49 1 0-25 10YR3/1 KN SIC KN KKNN/N SL BGL45A49 1 25-60 10YR3/3 KN C KN F/VfrVSXX ST BGL4SA49 i 80-125 10YR2/2 KN c KN F-VfriREFi/KN ST 138 BGL4SAS0 I 0-25 10YR3/2 KN c KN KN/NN.N ST BGL45A50 1 25-60 10YR3/1 Vr/GR c VF.FM VFlRE/SFdS UO BGL4SA5O 1 80-125 10YR2/1 VF/GR c VF/FM F.VF.K=’.VWS.KFeK/S-N ST 139 BGL45A51 1 0-25 10YR3/1 KN c KN KXN.N/N ST BGL4SA51 | 25-50 10YR2'1 KN c VF/FU VFMHWKN ST BGL4SA51 I 50-70 10YR2/1 KN c F/rM VF.VfrVS.KS ST 140 BGL45A52 1 0-25 10YR3/1 KN Sic KN V/WVaKNC EX BGL45A52 1 25-75 10 YR 3/2 KN c KN C/YfrVBX/N.C EX BGL45A52 75-125 10YR2/2 KN c KN C.A/RE.\V-wS BFe KSJM C EX 141 BGL45A53 0-30 10YR3/1 KN c KN KKKKN EX BGL45AS3 30-75 10YR2/1 KN c KN KN.N.N.N EX BGL45A53 75-125 10YR3/1 KN c KN CWsXX.N EX 142 BGL45A54 0-25 10YR3/1 KN c KN KK'KK’N ST BGL4SA54 25-75 10YR2/2 KN c KN VAVK/S.NX S EX BGL45A54 75-125 10YR2/1 KN c KN F .WKS KC S EX 143 BGL45A55 0-25 10 YR 3/2 KN c KN VMHHKN ST BGL45A55 25-70 10YR2/2 NN c KN KN.N/KN EX BGL4SA55 70-125 10YR2/1 KN c KN V/VfrfrVKN 144 BGL45A56 EX 0-25 10YR3/1 KN SIC KN KKKN.N BGL45A56 25-60 MO 10YR2/2 KN C KN F/WHHKN BGL4SA56 ST 60-125 10YR2/1 KN c KN BGL45A57 FMiHHKN 0-25 ST 145 10YR3/1 KN c KN KXN-KN BGL45A57 MO 25-50 10YR2/1 VF/GR c KN VF/VfrtfS/K/S BGL45A57 ST 50-60 10YR2/2 VF/GR c KN VFASH.H.KN ST 146 BGL45A58 0-25 10 YR 4/1 KN c KN KKKKN EX BGL45AS8 25-60 10YR3/1 NN c KN VJWWHK/N EX BGL4SAS3 60-95 10 YR 12 KN c KN CAVHS.XCS EX BGL45A58 95-125 1CYR4/4 KN SIC KN ViW'SS.-K'C EX 147 BGL45A59 0-15 10YR2/1 NN c KN KN.XN.N ST BGL4SA59 15-50 10YRV2 KN c KN CMHBX.N S ST BGL4SA59 50-100 10YR4/4 KN SIC F/F F/WHS.X/N.S ST 148 BGL45A&0 0-20 10YR3/1 KN SIC KN KXN.KN UO 1 BGL45A60 20-60 10YR2/2 KN c KN KKKKN BGL4SA60 60-125 ST 10YR2/1 KN c KN F/WH/S/K/C STr*<*nl CMmocntac Repubte at Ethiopia Mania try of Water Rz>oztH Feae^Uey Shady and Detail Deti-gn of Rale G a dull Irrigation Project Annex 4.1 : Data bat® for Auger Hol® Detcrij Soil Surveys Bale Gadula Irrigation Project Morophological Characterstics of Auger Holo Depth (cm) Colour (mo)U/L Mottles • (a/coSI)' <2mm , fragment ID <?■-' ' -/ Code .< Nodules I BBiHBf(a/co/h/n/k) CaCo3 149 BGL45A61 0-25 10YR3/1 NW C NW N/NWWW SL BGL45A61 25-50 10YR3/2 NW C C/FC NWWWW ST 150 BGL45A62 0-25 10YR3/1 NW SIC NW NWWWW ST BGL45A62 25-80 10YR3/1 NW C NW C/WH/BWN.C EX BGL45A62 80 125 10YR2/2 NW C N/N NWWWW EX 151 BGL45A63 0-20 10YR3/1 NW C N/N NWWWW ST BGL45A63 20-75 10YR2/1 N/N c NW V/WH/B/KW.S ST 8GL45A63 75-125 10 YR 2/2 NW c NW V/WH/B/KW S ST 152 BGL45A64 0-30 10YR3/1 N/N c N/N NWWWW ST BGL45A64 30-95 10YR2/1 NW C NW V/WH/SW/S ST d Id d BGL45A64 95-125 10YR2/2 NW C NW MWVSWS.C ST 153 1 BGL4SA65 0-30 10YR3/1 NW SIC NW V/WH/B/K/N.C EX BGL45A65 30-60 10YR2/1 NW c NW F/WH/B/K/N.C EX BGL45A65 60-95 10 YR 3/2 NW c NW A/WH/S/K/C.S EX BGL4 5A65 95-125 10YR2/2 NW c NW V/WH/S/K/S EX 154 EGL45A66 0-70 10YR3/1 NW SIC NW N/N/N/NW SL BGL45A66 20-60 10YR2/2 NW C NW NW/N/N/N M0 BGL45A66 60-125 10YR2/1 NW C N/N F/WH/S/K/C ST 155 BGL45A67 0-25 10YR3/1 NW SIC NW NWWWW ST BGL45A67 2S-70 10YR2/1 NW C NW NWWWW ST BGL4SA67 70-125 10YR2/2 NW C NW VF/WH/S/K/S ST 156 BGL4SA68 0-25 10YR3/1 NW c NW NWWWW ST BGL4SA63 25-40 10YR2/1 F/GR c NW NWWWW ST BGL4SA68 40-70 10YR2/2 NW c NW VF/WH/S/K/S EX BGL4 5A68 70-125 10YR2/1 VF/GR c NW F/WH/S/K/S EX 157 BGL45AS9 0-20 10YR2/1 NW c N/N NW/NWW SL BGL4SA69 20-50 10YR3/1 NW c NW N/N/N/NW MO BGL4SA69 50-125 10 YR 3/2 NW c NW NW/NWW MO 158 BGL45A27 0-30 10YR2/2 N/N c N/N F/WH/H/KW SL BGL46A27 30-80 10YR3/1 N/N c N/N C/WH/H/KW ST BGL46A27 80-125 10YR2/1 NW c NW F/WH/H/KW ST 159 BGL46A28 0 25 10YR3/3 NW SIC NW NW/NWW SL BGL46A2B 25-50 10YR3/4 NW c NW NW/NWW SL BGL46A28 50-125 10YR3/8 NW c NW NW/NWW SL 160 BGL46A29 0-20 10YR3/1 NW SIC NW NW/NWW SL BGL46A29 20-80 10YR2/2 NW C NW F/WH/S/K/C MO BGL46A29 80-125 10YR2/1 N/N c NW F/WH/S/K/C ST 161 BGL46A30 0-25 10YR3/1 NW c NW N/N/N/NW SL BGL46A30 25-75 10YR2/1 NW c VF/FC F/WH/HWN MO BGL46A30 75-125 10YR3/1 F/BR c NW F/WH/SK/S ST 162 BGL46A31 0-25 10YR3/1 NW c NW V F/WH/H/KW SL BGL46A31 25-70 10YR2/1 VF/GR c NW VF/RB.WH/S.H/Fe.K/S N M0 BGL46A31 70-125 10YR2/1 NW c C/FM VF/WH/H/KW EX 163 BGL46A32 0-25 10YR3/1 NW c N/N NWWW/N M0 BGL46A32 25-60 10YR2/1 N/N c N/N N/N/N/NW M0 BGL46A32 60-70 10YR2/1 NW c F/FM VF/WH/S/K/S ST 164 BGL46A33 0 25 10YR3/1 NW SIC NW NWWW/N N BGL46A33 25-80 10YR2/2 NW C NW NW/N/N/N N BGL46A33 80-125 10YR2/1 NW c N/N NWWWW N 165 BGL46A34 0-20 10YR4/1 NW SIC N/N N/NWW/N MO BGL46A34 2060 10YR2/1 NW c N/N N/N/N/NW MO BGL46A34 60-125 10YR2/1 NW c NW F/F/WH/H.S/KW.S MO 166 BGL46A35 0-25 10YR2/1 N/N C N/N N/N/N/NW SL BGL46A35 25-80 10YR2/2 N/N c N/N F/WH/S/K/S MO BGL46A35 80-125 7 5YR2 5/2 NW C N/N NW/N/N/N MO 167 BGL45A36 0-30 10YR3/1 N/N c N/N V/BUH/Mn/N ST BGL46A35 30-80 10YR2/1 NW c NW C/WH/H/K/N ST BGL46A36 80-125 10YR3/1 NW c NW A.V/WH.BL/B.H/K.Mn/C.N EX 168 8GL46A37 0-25 10YR3/2 WH C N/N N/N/N/N/N ST BGL46A37 25-60 10YR3/1 N/N C NJN V/WH/H/K/N EX BGL46A37 60-100 10YR2/1 N/N C N/N F/WH/H/K/N EX BGL46A37 100 125 1DYR3/2 N/N c N/N F/WH/S/K/C EX 169 BGL46A38 0-25 1DYR3/1 N/N c N/N VF/WH/S/K/S ST BGL46A38 25-60 10YR2/1 NW c N/N C/WH/B/K/N.S EX BGL46A38 60-125 10YR2/2 NW CL N/N M/WH/B/KW S EX Fatal Hnal FaatlMlity Jtudy Report ■ ■ la la H H 1 *Peden I Democntk Republic of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Deilgn of Bal* Gadula Irrigation Project Annex 4.1 •_ Data base for Atrger Hole Desc Son Surrey Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole / .. •ZID.. r : • ■: '-t > s '/‘Code, . --Coloc,u-r ’• Mottles • KScosriS -^Texture/ C-<2mm ■ . < ■ .-Nodules ■ : ; 1 .'/ > • - {^(a/cio/h/n/k) jr.? . C „CJCo3 /j.' 170 BGL46A39 0-20 10YR3/1 N/N SIC Rock Fragment^:. NN N/NN/NN SL BGL46A39 20-80 10YR2/2 NN c NN NNNNN MO BGL46A39 80-125 10YR2/1 NN c NN NNNNN MO 171 BGL46A40 0-20 10YR2/1 N/N c NN NNNNN ST BGL46A40 20-70 10YR3/3 NN SIC MN F/WH/B/KN.S EX BGL46A40 70-125 10YR2/2 N/N SIC NN C/WH/B/KN.S EX 172 BGL46A41 0-20 10YR3/1 N/N SIC NN NN/NNN ST BGL46A41 20 70 10YR3/3 NN C NN V/WH/S/K/S EX BGL46A41 70-125 10YR2/2 NN c NN F/WH/H/KN EX 173 BGL46A42 0-25 10 YR 3/2 N/N c NN N/NNN/N ST BGL46A42 25-60 10 YR 3/1 N/N c NN N/NjKKM ST BGL46A42 60-125 10YR2/1 N/N c NN NNNNN EX 174 BGL46A43 0-20 10 YR 3/2 N/N c NN NNN;N/N MO BGL46A43 20-60 10YR2/1 NN c NN F/WH/H/KN ST BGL46A43 60-90 10YR3/1 NN c NN F/WFVhVKN ST BGL46A43 90-125 10YR3/3 NN c NN F/WH/H/KN EX 175 BG146A44 0-20 10YR3/1 N/N SIC NN NN/NNN SL - BGL46A44 20-90 10YR2/2 NN C NN ' F/RE^K/C ST BGL46A44 90-125 10YR2/1 N/N c NN F/RE/S/K/C ST 176 8GL4GA45 0-20 10YR3/2 N/N CL NN VF/WWB/X/S MO BGL46A4S 20-80 10YR3/1 N/N c NN C/WH/H/K/S MO 177 BGL46A46 0-25 10YR3/1 N/N c NN NNN.NN SL BGL46A4S 25-60 10YR2/1 NN c N/N F/WH/B/KN.S EX BGL46A46 60-80 10YR2/1 NN c F/FM VFfAN^.XN S EX 178 BGL46A47 0-20 10YR3/3 NN c NN N/NNNN N BGL46A47 20-65 7.5YR3/4 N/N c NN V/8L.RE/H.S/Mn.FeN.S SL BGL46A47 65-125 7 5YR3/3 N/N c NN NNNN/N SL 179 BGL46A4B 0-20 7.5YR4/3 NN CL NN NNNNN N BGL46A48 20-80 7 5YR3/3 N/N C NN NN/NNN N BGL46A48 80-125 7.5YR3/2 NN c NN F/WH/B/K/S.C SL 180 BGL46A49 0-25 10YR3/1 N/N SIC NN NNNNN SL BGL46A49 25-90 10YR2/2 NN c N/N F/WH/S/KN ST BGL46A49 90-125 10YR2/1 NN c NN F/WFVSjWC ST 181 BGL46A50 0-25 10YR2/2 NN c NN N/NNNN MO BGL46A50 25-80 10YR3/2 F/RB c N/N VF/WH/S/K/S MO BGL46A50 80-125 10 YR 3/2 F/RB c VF/F F/WH/S/K/S ST 182 BGL46A51 0-25 10YR3/1 NN c N/N NN/N/NN MO BGL46A51 25-50 10YR2/1 NN c VF/F F/WH/H/K/N ST BGL46A51 60-100 10YR2/1 NN c NN VF>WHS/K^-S EX 183 BGL46A52 0-25 10YR3/1 NN CL N/N VftVHETrt N C EX BGL46A52 25-70 10YR2/1 NN c NN owmc EX BGL46A52 70-125 10YR2/1 NN c N/N CAVH/S.KS 184 BGL46A53 0-25 EX 10YR3/1 N/N c NN M’N/N/N/N BGL45A53 25-70 EX 10YR2/1 NN c NN C/WH/S/K/S BGL46A53 70-125 EX 10YR3/1 NN c N/N F/WH^K/S 185 BGL46A54 0-30 ST 10YR3/2 N/N c NN NNNNN BGL46A54 30-70 EX 10YR2/2 NN c N/N NNNNN BGL46A54 70-125 EX 10YR3/1 NN c NN F/WHSN/C 186 BGL46A55 0-20 pX 10 YR 3/2 N/N c N/N N/N/.N/MN BGL46A55 20-80 EX 10YR3/1 N/N c N/N F/WHN/KJN BGL46A55 80-125 EX 10YR2/1 N/N c NN V/WHNNN 187 BGL46A56 0-25 10YR3/1 EX NN Sic N/N NN/NNN BGL46A56 25 80 MO 10YR2/2 NN c N/N F/WH/S/K/N BGL46A56 80-125 ST 10YR2/1 N/N c N/N 188 BGL46A57 F/WH/S/KN 0-15 10YR3/1 ST NN c NN VF/W'AVKJN BGL46A57 15-40 ST 10YR3/3 NN c N/N BGL46A57 C/WH/S/K/S 40-70 10YR3/2 EX C/RB CL N/N BGL46A57 F/WH/B/KN.S 70-125 ST 2. SYR 3/6 N/N CL N/N VF/WHNTK/N 189 BGL46A58 0-20 10YR3/1 ST N/N c NN BGL46A58 F/WH/BN/C 20-80 EX 10YR2/1 N/N c N/N V/'WH<BZK/C N BGL46A58 80-125 ST 10YR3/2 N/N c NN C/WH/S/K/S 190 BGL46A59 0-15 10YR2/1 ST N/N c NN N/NN/NN BGL46A59 15-90 ST 10YR2/1 N/N c NN N/NNNN BGL46A59 90-125 ST 10YR3/2 N/N c N/N M’N/NNN EX WWtdE In AiMxUiion with ICT Pa<*9 Fvxal r«avb£ty U-Oy ReportFloral Democratic Republic of Ethiopia- MlnHtry of Water Re»ource» FeaeiblUty Study and Detail Design of Bale Gadula Irrigation Prvjed Annex 4.1: Data bate for Auger Hole Descrfi Soli Survey S Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole ‘Ste a Depth lMTjv. > : (cm) • ; --"Col• o■ur Movt ’tles Texture * Fra Rg omceknt .ID; 2 6.,-Code: ? (mo)Ufl- - (a/coSlj 7 •. <2mm (a/si) Nodules *. (a/co/h/n/k) ■ . . CaCo3 - 191 BGL46A60 0-25 10YR3/1 N/N C N/N NWM/N/N MO BGL46A60 25-50 10YR2/2 N/N C N/N N/N/N/N/N ST BGL46A60 50-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 192 BGL46A61 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL46A61 25-60 10YR2/1 N/N c N/N VFAVHMWN MO 193 BGL46A62 0-30 10YR4/1 N/N c N/N N/N/N/N/N EX BGL46A62 30-75 10YR3a N/N SIC N/N V/WH/B/K/N/L EX BGL46A62 75-125 10YR2/2 N/N c N/N VWl-bBWC EX 194 BGL46A63 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL46A63 25-85 10YR2/2 N/N c N/N V/WHWN ST B 195 BGL46A64 0-25 10YR3/1 N/N c N/N F/WH/S/K/S ST BGL46A64 25-70 10 YR 2/2 N/N c N/N CAVH/SWS EX BGL46A64 70-125 10 YR 3a N/N SIC N/N F/WH/S/K/S ST 196 BGl 46A65 0-25 10YR4/1 N/N SIC N/N V/WH/H/K/N EX BGL46A65 25-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL46A65 80-125 10YR3Z3 N/N SIC N/N M/WH/B/K/N.C EX 197 BGL46A66 0-25 10YR3/1 N/N SIC N/N N/NW/N MO BGL46A66 25-60 10YR2^ N/N c N/N N/N/N/N/N ST BGL46A66 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 198 BGL46A67 0-25 10YR3/1 N/N SICL N/N CVWH/S/K/S EX I BGL46A67 25-70 10YR3/4 N/N CL N/N F/WH/S/K/S MO i BGL46A67 70-125 10YR3/6 N/N CL N/N CMWBAVN.S EX 199 BGL48A68 0-25 10YR2/1 N/N C N/N N.'N/N/N/N EX BGL46A68 25-50 10 YR 3a VF/GR c N/N F/WH/SWS EX BGL46A68 50-125 10YR2/2 VF/GR c N/N N/N/N/N/N EX 200 BGL46A69 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL46A69 25-70 10YR2/1 N/N c N/N N/N/N/N/N MO BGL46A69 70 125 10YR3/1 N/N c N/N N/N^N^I MO 201 BGL46A70 0-20 10YR3a N/N SIC N/N N/N/N/N/N MO BGL46A70 20-70 !0YR2a N/N c N/N F/WH/SWC ST BGL46A70 70-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 202 BGL46A71 0-25 10YR4/1 n/n SIC N/N N/N/N/N/N MO BGL46A71 25-70 10YR3/1 N/N c n/n F/WHAWS.N ST BGL46A71 70-125 10YR2a N/N c N/N C/WH/H/K/S N ST 203 BGL46A72 0-20 10YR3a N/N c N/N N^i/NWM EX BGL46A72 20-90 10YR2/1 N/N c N/N N/N/N/N/N ST BGL46A72 90-125 10YR2a N/N c N/N N/N/N/N/N ST 204 BGL46A73 0-25 2.5YR2 5/4 N/N SIC N/N N/N/N/N/N SL BGL46A73 25-80 2 5YR2 5/3 N/N c N/N N/N/N/N/N N BGL46A73 80-125 2 5YR3/6 N/N SCL F/FM N/NW/N/N MO 205 BGL47A28 0-20 10YR3/1 n/n Sic N/N N/N/N/N/N SL BGL47A28 20-70 10YR2a N/N c N/N N/N/N/N/N MO BGL47A28 70-125 10YR2/1 N/N c N/N N/N/N/N/N MO 206 BGL47A2S I 0-20 2 5YR3/b N/N SIC N/N N/N/N/N/N SL BGL47A2S 20-50 2 5YR3/3 N/N c N/N N/N/N^l/N SL BGL47A29 50 125 25YR2 5/4 N/N C N/N N/N^l/N/N SL 207 EGL4 7A30 0-25 10YR3a N/N CL N/N N/N/N/N/N N BGL47A30 25-80 10YR2/1 VF/GR c F/FM F/WHS/K/S M0 BGL47A30 80-125 10YR2a Vr/GR c N/N VF/W>VHrt</N ST 208 BGL47A31 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N SL BGL47A31 25-70 10YR3a F/GR c N/N VF/RB/S/F/S SL BGL47A31 70-125 10YR3a F/GR c N/N VF/R/RB/S/F/S M0 209 8GL47A32 0-25 10YR3/1 N/N C N/N VF/WH^HA/K/N MO BGL47A32 25-60 10YR2/1 VF/GR c F/FM F/WH/B/K/N S ST BGL47A32 60-125 10YR2/2 N/N c F/FM C/WHWK/N.S EX 210 BGL4 7A33 0-20 25YR4/1 N/N SIC N/N N/N/N/N/N N BGL47A33 20-70 2.5YR3/3 N/N C N/N N/N^l/N/N N BG147A33 70-125 25YR2 5/4 N/N c N/N N^J/N^/N N 211 BGL47A34 0-25 25YR25a 1 N/N c N/N N/N/N/N/N M0 3GL47A34 25-60 2 5 YR 3/3 N/N c N/N N/N/T4/N/N SL 3GL47A34 60-100 2 SYR 3/4 N/N C N/N N/N/N/N/N ST Pace 10 final FeauUllty Uud, Kepon B B B B B bSiODemocratic Republic of Ethiopia- MMatry of Water Ratourraa FeaaIWUry Study and Detail Deilfln of Bale Gaduta Inlgatlon Project Annex 4.1 : Data t»M for A^ef > S< U h Bale Gadula • ’ I .Depth r .• ^Colour?*’ ; MottJesS 3 h Texture'A v j^ragmentg j Nodules . • .'Code,.:- •• • (cm) - • .. a’lmoju/L -; * (a/coSI)2 ? " <2nim <*.•' C:^a/sip Vr i - • ” ' (a/co/h/nfk) -. .• .. - . 212 BGL47A35 0-25 10YR3/2 NW SIC N/N ruNWww - ■ CaCoJ N BGL47A35 25-70 10YR2/1 F/RB C N/N NWWWW N 70-125 10YR2/2 VF/RB C N/N NWWWW SL 213 BGL47A35 BGL47A36 0-30 10YR3/1 NW C N/N NWWWW MO BGL47A36 30-75 10YR2/2 N/N C NW r/WH/H/KW ST BGL47A36 75-125 10YR2/1 NW C NW CMWBMJC.M EX 214 BGL47A37 0-25 10YR3/1 N/N C N/N ST BGL47A37 25-75 10YR2/1 N/N C NW V/WH/H.X/N ST BGL47A37 75-125 10YR2/1 N/N C N/N c/wh/b/kw.c EX 215 BGL47A38 0-25 10YR3/1 VF/BR c N/N F/WH/S/K/S ST BGL47A3B 25-80 10YR2/1 N/N c NW CJWH/B/KW.S ST BGL47A38 80-125 10YR2/2 F/RB c NW M/WH/S/K/S EX 216 BGL47A39 0-20 10YR3/1 N/N SIC NUN NW/N/N/N SL BGL47A39 20-80 10YR2/2 N/N c N/N FWrJSiKIC ST BGL47A39 80-125 10YR2/1 NW c N/N F/R£/Sn</C ST 217 BGL47A40 0-20 10YR3/1 N/N SIC N/N NWWWW EX BGL47A40 20-80 10YR3/3 NW SIC N/N F/WrtfB/KW.S EX BGL47A40 80-125 10 YR 2/2 N/N c N/N CWh/BiKW.S EX 218 BGL47A41 0-20 10YR3/1 N/N c N/N NWWWW EX BGL47A41 20-70 10YR2/2 N/N SIC NW F/WH/B/KW.S EX BGL47A41 70 125 10YR3/3 N/N SIC NUN F/WH/B/KW.S EX 219 BGL47A42 0-25 10YR3/1 N/N c NW NWWWW ST BGL47A42 25-55 10YR3/2 N/N c N/N NWWWW ST BGL47A42 55-125 10YR2/1 N/N c NW NWWWW ST 220 BGL47A43 0-20 7.5YR3/3 N/N c NW NWWWW SL BGL47A43 20-85 2.5YR2.5/3 N/N c NW NWWWW SL BGL47A43 85-125 25YR2.5/4 N/N c NW NWWWW SL 221 BGL47A44 0-25 10YR3/2 N/N SIC NW NWWWW N BGL47A44 25-50 10YR2/2 N/N c NUN F/WH/S/K/C ST BGL47A44 50-125 10YR2/1 N/N c NUN f/wh/s/k/c ST 222 BGL47A45 0-20 10YR4/2 N/N SIC NW SL BGL47A45 20-70 10YR3/2 N/N c NW N/N/NWW MO BGL47A45 70-125 10YR2/1 N/N c NW N/N/NWW ST 223 BGL47A46 0-25 10YR3/1 NW SIC NW N/NW'NW SL BGL47A46 25-60 10YR2/2 N/N c NW NWWWW MO BGL47A46 60-125 10YR2/1 NW c NW F/WH/S/K/C ST 224 BGL47A47 0-25 7 5 YR 3/4 NW SIC N/N NWWWW MO BGL47A47 25-70 7.5YR3/3 N/N c NW FiWH/B/KW C ST BGL47A47 70-125 7.5YR3/2 N/N c F/FM CIWHIBWN.C EX 225 BGL47A48 0-25 10YR3/2 N/N CL NW C/WH/H/KW.C ST BGL47A48 25-70 10YR2/2 N/N c NW M/WH/B/KW.C MO BGL47A48 70-125 10YR2/1 N/N c NW MMWBWS.C ST 226 BGL47A49 0-25 10YR4/1 N/N SIC NW NWWWW SL BGL47A49 25-50 10YR3/1 NW C N/N F/WH/S/K/C ST BGL47A49 50-125 10YR2/2 N/N c N/N F/WH/SWC ST 227 BGL47A50 0-25 10YR3/1 NW c N/N NWWWW ST BGL47A50 25-80 10YR2/2 VF/GR c NW VF/WH/SKS ST BGL47A50 80-125 10YR2/1 VF/GR c N/N VF/WH/S/K/S MO 228 BGL47A51 0-25 10YR3/1 N/N c N/N NWWWW MO BGL47A51 25-80 10 YR 3/2 F/GR c NW VF/WFVLUKW ST BGL47A51 80-125 10YR2/2 VF/GR c VF/F FAVH/S/K/S ST 229 BGL47A52 0-20 10YR3/1 NUN SIC NW NWWWW EX BGL47A52 20-75 10YR2/1 NW C NW V/WH/B/K/N.C EX BGL47A52 75-125 10YR3/2 N/N C N/N M/WH/S/K/S C EX 230 BGL47A53 0-25 10YR3/1 N/N c N/N NW/NW/N EX BGL47A52 25-75 10YR2/1 N/N c N/N NWWWW EX BGL47A52 75-125 10YR3/2 N/N c N/N VANFUSA</S EX 231 BGL47A5< 0-20 10YR3/2 N/N c NW NW/N/NW ST BGL47AS4 20-85 10YR2/1 N/N c NW NWWWW ST 0GL47A5< 85-125 10 YR 2/2 N/N c NW N.WWWW EX 232 BGL47A5 5 0-30 10YR3/2 N/N c NW N/NWWW EX BGL47A5 5 30-80 10YR3/1 N/N c NW V/WR/H/X/N EX BGL47A5 5 80-125 1OYR2/2 N/N c N/N NWWWW EX WWOMInAFeieral Democrat,z Republic of Ethiopia - Ministry of Water Resource* FeastbUfty Study and Detail Design of Bale Gadul. Irrigation Project Annex 4.1 : Data bate (or Auger Hole Detcrlf Soil Survey S Bale Gadula Irrigation Project Morophological Charactorstics of Auger Hole ; Depth! / (cm) 23. Colour I ■wnoju/u?- i < Mottles^ §li/S6si)1 Texture , ~ t<2mm *• F-'OCK ' Fragment - - • ■ (a/si)\- Nodules • ID iBi CaCo3 233 BGL47A56 0-25 10YR4/1 N/N1 SIC N/N N/N/N/N/N MO BGL47A56 25-90 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL47A56 90-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 234 BGL47A57 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A57 25-80 10YR2/1 VF/RB c VF/FM N/N/N/N/N ST BGU7A57 80-100 10YR2/2 C/RB c N/N N/N/N/N/N ST 235 BGL47A58 0-30 10YR4/1 N/N SIC N/N F/WH/H/K/N EX BGL47A58 30-60 10YR3/1 N/N c N/N V/WHJM'C.N EX BGL47A58 60-80 10YR3? N/N c N/N C/WH/B/K/C N EX BGL47A58 80-125 10 YR 2/2 N/N c v/c M/WH/B/K/CN EX 236 BGU7A59 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL4 7A59 25-50 10YR2/1 N/N c N/N V/WH/H/K/N ST BGL47A59 50-80 10YR3/1 N/N c V/F F/WH/0/K/N.S ST 237 BGL47A60 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL47A60 20-50 10YR2/2 N/N c N/N N/N/N/N/N ST BGL47A60 50 125 10YR2/1 N/N c N/N F/WH/S/K/N ST 238 BGL47A61 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL47A61 25-80 10YR3/1 VF/BR c N/N ' F/WH/S/K/S ST BGL47A61 80-125 10YR2/2 F/BR c F/FM N/N/N/N/N EX 239 BGL47A62 0-25 10YR4/1 N/N c N/N V/WlVrLWN EX BGL47A62 25-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL47A62 80-125 10YR2/1 N/N c N/N V/WH/S/K/S EX 240 BGL47A63 0-25 10YR4/1 N/N c N/N V.WH/H/K/N ST BGL47A63 25-75 10YR3/1 N/N c N/N F/WH/SWC.S EX BGL47A63 75-125 10YR2/2 N/N' c N/N F/WH/SWS EX 241 BGL47A64 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A64 30-70 10YRZ5/1 N/N c N/N N^N/N/N EX BGL47A64 70-125 10YR2/2 N/N c N/N N/N/N/N/N EX 242 BGL47A65 0-25 10YR3/1 N/N c N/N VAVH/HWN EX BGL47A65 25-80 10 YR 3/2 N/N c N/N F/WH/B/K/C.N EX BGL47A65 80-125 10YR2/2 N/N c N/N C/WH/B/K/C.N EX 243 BGL47A66 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL47A66 20-70 10YR2/2 N/N c N/N N/N/N/N/N ST BGL47A66 70-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 244 BGL47A67 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A67 25-80 10YR2/2 F/GR c N/N N/N/N/N/N EX 0 0 0 0 0 O 0 ■ n ■ BGL47A67 80-125 10YR2/1 C/GR c N/N N/N/N/N/N MO 245 BGL47A68 0-25 10YR3/1 N/N c N/N N/NvN/N/N ST BGL47A68 25-80 10 YR 3/2 VF/GR c N/N VF/WH/H/K/N EX BGL47A56 80-125 10YR2/2 F/GR c N/N N/N/N/N/N ST 246 BGL47A69 0-20 10 YR 3/1 N/N c N/N N/N/N/N/N MO 8GL47A69 20-65 10YR2/1 N/N c N/N N/N/N/N/N MO BGL47A69 65-125 10YR3/1 N/N c N/N N/N/N/N/N MO 247 BGL47A70 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL47A70 25-55 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A70 55-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 248 BGL47A71 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N M0 BGL47A71 25-80 10YR3/3 N/N cs F/F C/WH/H/K/N ST BGL47A71 80-125 10YR3/2 N/N cs F/FM C/WHMWN ST 249 BGL47A72 0-30 10 YR3/2 N/N c N/N N/N/N/N/N ST BGL47A72 30-80 10YR2/1 N/N c N/N N/N/N/N/N ST BGL47A72 80-125 1OYR3/3 N/N c N/N N/N/N/N/N ST 250 BGL47A73 0-30 10YR3/1 N/N c N/N N/N/N/N/N MO BGL47A73 30-75 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL47A73 75-125 10YR2/1 N/N c N/N N/N/N/N/N ST 251 BGL48A30 0-25 10YR3/1 N/N c VF/FM N/N/N/N/N MO BGL48A30 25-60 10YR2/2 C/RB c VF/C N/N/N/N/N MO 252 BGL48A31 0-25 10YR3/1 N/N c N'N VF/WH/H/K/N SL BGL48A31 25-70 10YR2/1 N/N c N/N VF/RB/S/F/S MO BGL48A31 70-125 10YR2/1 N/N c VF/FM C/WHWK/N MO 253 BGL48A34 0-20 2.5YR3/2 N/N SIC N/N N/N/N/N/N SL BGL48A34 20-70 2.5YR3/4 N/N’ c N/N N/N/N/N/N SL BGL48A34 70-125 2.5YR3/3 N/N c N/N N/N/N/N/N SL M Mi Mi WWDW tn AxiociaUon with »O Paf. 12 (■nalfaidWOty StudyFederal Democratic Republic of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annea 4.1 : Data base Auger Hole Des Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole J- m B1 9| ID-. ' - • ’ Depth -' > (cm)A SSColourf#! /Mottles'1 ' fcftnolU/L® 3(a/coSI)X 254 BGL48A35 0-25 2 5YR2.5/3 N/N nnwn c N/N N/N/N/N/N N BGL48A35 25-80 2.5YR3/4 N/N c N/N N/N/N/N/N SL BGL48A35 80-125 2.5YR3/6 N/N c N/N N/N/N/N/N SL 255 BGL48A36 0-30 10YR3/2 N/N CL N/N MNN'NN N BGL48A35 30-80 10YR3/3 N/N C N/N V/0 UH/M rtfN ST BGL48A36 80-125 10YR2/2 N/N c N/N C/BUH/Mn.K/N EX 256 BGL48A37 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL48A37 25-50 10YR3/1 N/N c N/N V/WU/HJK/N ST DGL48A37 50-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 257 BGL48A38 0 25 10YR2/1 N/N c N/N VF/WHZ S/K/S ST BGL48A38 25-70 7 5YR2 5/1 N/N c N/N F/WH/H/K/N ST BGL48A33 70-125 10YR2/1 N/N c N/N vf/wh/b/k/n.s ST 258 BGL48A39 0-25 10YR3/1 N/N SIC N/N F/BL/'i/Mn/N SL BGL48A39 25-60 10YR3/3 N/N c N/N F/WH/H/K/C ST BGL48A39 60 125 10YR3/4 N/N c N/N F/WH/H/K/C ST 259 BGL48A40 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL48A40 3080 10YR2/1 c N/N V/WH/a/K/C.N EX BG148A40 80-125 10YR2/1 N/N N/N c N/N C/WH/SM/C EX 260 BGL48A41 0-30 10YR2/1 N/N c N/N N/N/N/N/N ST BGL48A41 30-75 10YR3/1 N/N c N/N F/WH/B/K/N.C EX BGL48A41 75-125 10YR2/2 N/N c N/N C/WH/H/K/N EX 261 BGL48A42 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL48A42 25-75 10 YR 3/2 N/N c N/N V/WH/H/K/N ST BGL48A42 75-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 262 8GL48A43 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL48A43 25-60 10YR2/1 N/N c N/N V/WH/H/K/N ST BGL48A43 60-125 10YR2/1 N/N c N/N C/WH/H/K/N ST 263 BGL48A44 0-25 2.5YR3/4 N/N SIC N/N N/N/N/N/N N BGL48A44 25-75 2.5YR2.5/4 N/N CL F/F VF/WH/B/K/N.S SL 264 BGL48A45 0-20 10YR3/2 N/N CL N/N N/N/N/N/N MO BGL48A45 20-80 10YR3/1 N/N c N/N N/N/N/N/N ST BGL4BA45 80-125 10 YR 2/2 N/N c N/N r/WH/B/K/N ST 265 BGL48A46 0-25 10YR4/1 N/N SIC N/N N/N/N/NTM MO BGL48A46 25-70 10YR3/1 N/N c N/N F/RE/S/K/C ST BGL48A46 70 125 10YR2/2 N/N c N/N F/RE/S/K/C ST' 266 BGL48A47 0-30 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL48A47 30-80 10YR4/1 N/N SIC N/N N/NN/N.N MO BGL48A47 80-125 10YR2/1 N/N c N/N r/WI-UB/K/N.C ST 267 BGL48A48 0-25 10YR3/1 N/N c N/N F.C/BL.WH/H/H/Mn.K/N C ST BGL48A48 25-75 10YR2/1 N/N c N/N CAVHiB.'K/N.C ST BGL48A48 75-125 10YR2/1 N/N c N/N M,WH/S/K/S EX 268 BGL48A49 0-25 10YR4/1 N/N SIC MN N/N/N/N/N ST BGL48A49 25-70 10YR3/1 N/N c N/N N/N/N/N/N ST BGL48A49 70-125 10YR2/2 N/N c N/N F/RE/S.KC ST 269 BGL48A50 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL48A50 25-80 10YR2/1 F/GR c N/N F/WH/BA<-N ST BGL48A50 80-125 10YR2/2 VF/GR c N/N N/N/N/N/N ST 270 BGL48A51 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL48A51 25-80 10 YR 3/2 F/GR c N/N N/N/N/N/N ST BGL48A51 80-125 10 YR/ F/RB c N/N F/RB/&F/N ST 271 BGL48A52 0-25 10YR3/2 N/N SIC N/N C/WH/BAVN.C EX BGL48A52 25-80 10YR2/2 N/N c N/N M/WH/S/K/C.S EX BGL48A52 80-125 10YR4/2 N/N c N/N U/WH/S/K/S EX 272 BGL48A53 0-30 10YR3/1 N/N c N/N V/WbUBX/C EX BGL48A53 30-80 10YR2/1 N/N c N/N y/WH/B/K/C EX BGL48A53 80-125 10YR3/2 N/N c N/N v/Busn^fVS EX 273 BGL48A54 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL48AM 20-90 10YR2/1 N/N c N/N V///H/H/KN ST BGL48A54 90-125 10YR2/2 N/N c N/N N/N/N/N/N EX 274 BGL48A55 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL48A55 25-85 10YR2/1 N/N c N/N V/WH/HX-N EX BGL48A55 85-125 10YR2/2 N/N c N/N N/N/NN/N EX WWUH In Aitooatlon all* K7 r « ll M I Inal » e I »■ Winy R*p*^Aaaci 4.1 • D«U baw Sci: Survey S ,Df H°’* tk’CriJ Code Depth (cm) - i■ ■ Colour-'; ' (mo)un- Mottles >(a/coSlj < 1 Texture '< ,<2mm RecK .’.Fragment* (a/s»L&l Nodules . (a/co/h/n/k) CaCo3 275 BGL4BA55 0-20 10YR3/1 N*N SIC NN NN/N/NN MO BGL48A56 20-60 10YR2/2 NN c N/N FMH'SWN ST BGL4SA56 60-125 10YR2/1 NN c NN F/WH/S/KN ST 276 BGL48A57 0-25 10YR3/2 N/N c N/N N/NNNN ST BGL48A57 25 60 10YR3/1 F/GR c NN N/N/N/N/N ST BGL4BA57 80-125 10YR2/2 F/GR c NN N/NN/NN EX 277 BGL4eA58 0-25 10YR3/1 N/N c NN N/N/N/N/N EX BGL48A58 25-80 10YR2/1 NN c N/N CAVH/B/K/S.N EX BGL48A58 80 125 10YR2/2 NN c NN N/N/N/N/N EX 278 BGL48A59 0 25 10YR3/1 NN c NN N/NN/NN ST BGL48A59 25-55 10YR2/1 N/N c N/N NN/N/NN ST BGL48A59 55-125 10YR3/2 NN c N/N NN/NNN ST 279 BGL4&A60 0-25 10YR3/1 N/N c N/N N/NN/N/N MO BGL48A60 25-80 10YR2/2 NN c NN N/NNNN MO BGL48A60 80-125 10YR2/1 N/N c N/N F/RE/SWC ST 280 BGL4BA61 0-25 10YR3/1 NN c N/N NN/NNN ST BGL48A61 25-80 10YR2/2 VF/GR c N/N VF/WH/S/K/S ST BGL42A61 80-125 10YR3/2 F/GR c N/N N/N/NN/N ST ' 281 BGL46A62 0-30 10YR3/2 NN c N/N N/NNNN EX BGL46A52 30-70 10YR3/1 NN c N/N V/WH/H/KN EX BGL4&A62 70-125 10YR2/2 NN c N/N F/WHWN.C EX 282 BGL48A63 0-25 10YR3/1 N/N c NN VAVHN/KN EX BGU8A63 25-80 10YR2/1 NN c NN F/WH/SWC.N EX BGL48A63 80-125 10YR3/7 N/N c NN V/WH/SWC EX 283 BGL4EA64 0 25 10YR3/1 N/N c NN N/TJ/NNN ST EGL48A64 25-75 10YR2/2 NN c NN F/WH/SN/S.C ST BGL48A64 75-125 10YR3/3 NN c NN V/WI-i/S/K/S ST 284 BGL46A65 0-25 10YR3/1 NN c NN F/WH/H/K/.N EX BGL48A65 25-60 10YR2/2 N/N c NN C/WH/B/KN.C EX BGL4&A6S 60 50 10YR4/3 N/N c NN M/WH/S/K/S C EX BGL48A65 80-125 10YR5/4 N/N SIC NN NN/NNN 285 BGL48A66 0-20 10YR3/2 N/N SIC N/N NN/N/NN M0 BGL48A66 20-55 10YR2/2 NN c NN N/NNNN ST BGL48A66 55-125 10YR2/1 N/N c. NN1 F/WH/Sn</C ST 286 BGL48A67 0-25 10YR3/1 N/N c NN N/NNNN ST BGL48A67 25-80 10 YR 3/2 F/GR c NN FAA/H/S/K/S ST BGL48A67 80-125 10YR3/1 F/GR c NN C/WH/S/K/S ST 287 BGL4&A68 0-15 10YR3/1 N/N c M/FM MWHNAVN EX 288 BGL4&A69 0-20 10YR2/1 NN c NN V/WH/U/KN MO BGL48A6S 20-50 10YR3/1 NN c NN F/WH/S/K/S M0 BGL48A69 60-125 10YR4/2 NN c NN C/WH/S/K/S M0 289 BGL4BA70 0-20 10YR2/2 N/N c N/N NNNNN M0 EG1 48A70 20-100 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL48A70 100-125 10YR3/1 N/N c NN F/WWN ST 290 BGL4EA71 0-20 10YR4/1 r^N SIC N/N N/N/NNN M0 BGL48A71 20-80 10YR2/2 NN c NN F/W'HA-VK/C ST BGL48A71 80-125 10YR2/1 N/N c NN C/WH/H/K/C ST 291 BGL4&A72 0-30 10YR3/2 N/N SIC N/N N/N/N.74/N ST BGL48A72 30-60 10YR3/2 NN c NN NNNN/N EX BGL48A72 60-90 10YR2/2 N/N c N/N N/N.N/N/N EX BGL48A72 50-125 10YR3/2 NN SIC NN C/BL/S/MrVS EX 292 BGL48A73 0-30 10YR3/2 N/N c NN N/NN/N/N ST BGL48A72 30-90 10YR3/1 N/N c F/F M/WH/H/K/N ST BGL48A73 90-125 10YR3/3 1 NN SIC N/N N/NNNN ST 293 BGL49A36 0-30 2 5YR3/3 N/N SIC N.'N N/N/NNN N BGL49A36 30-65 2 5YR3/4 | N/N CL N/N N/N/NNN N BGL49A36 65-125 2 5YR2.5/4 NN CL NN V/0L/H/Mn/N N 294 BG*49A37 0-20 2 5YR3/4 N/N C NN N/N/N/N/N SL BGL49A37 20-80 2 5YR3/4 N/N c N/N N/N/NN/N SL BGL49A37 80-125 2.5YR3/6 N/N C N/N NN/N/NN SL 295 BGC49A38 0-25 2.5YR3/4 N/N C N/N N/N/N/N/N N BGL49A38 25-80 2 5YR3/6 N/N C N/N NNN/NN N BGL49A38 80 125 2.5YR2 5/4 N/N c NN N/N/K/Nn4 SL **4«M JiAclI.aUHMrS^iUp^Federal Democmtic RipuMtc cri Ethiopia- Mlnlatry of Water Reiowies FeatlMlhy Stufly an* Detail DeUgn of Bale Oatfwta Irrigation Project 4.1; Balo Gadula Irrigation Project Morophological Characterstics of Auger Hole ‘2 1Code . Colour' ’ -.(a/coSfJk- Texture : -7<2fnm <Fragrnent; • Nodules | (aJco/h/rVk)‘« > 296 BGL49A39 0-20 10YR3/1 MN SIC MN MN/N/MN SL BGL49A39 20-50 10YR2/2 N/N C MN FAVH/S'<’C ST BGL49A39 50-125 10YR2/1 MN C MN F/WH.BL/S.H/K.Mn/C.N ST 297 BGL49A40 0-30 10YR3/1 N/N C NUN MMMMN ST BGL49A40 30-125 10YR2/1 MN C NN N/MN/MN EX 298 BGL49A41 0-30 2.5 YR 3/3 N/N SIC MN N/MN/MN N BGL49A41 30-70 2.5YR3/4 MN c N/N MMMMN N BGL49A41 70-12S 2 5YR2 5/2 N/N c N/N V/BL/H/MrvN N 299 BGL49A42 0-25 7.5YR3/4 MN c MN MMMMN N BGL49A42 25-60 2.5YR3/4 MN c NUN MMMMN N BGL49A42 60-125 2.5YR2 5/3 N/N c N/N MN/N/N/N St 300 BGL49A43 0-30 7 5VR3/3 NUN c N/N MMMMN SL BGL49A43 30-60 2.5YR3/4 NUN c MN MMMMN SL BGL49A43 80-125 2.SYR 3/5 NUN c F/V MMMMN MO 301 BGL49A44 0-25 10YR3/1 NUN SIC MN F/WhUS/K/S MO BGL49A44 25-75 10YR2/1 N/N c MN VF/WHH/KN ST BGL49A44 75-125 10YR2/1 NUN c MN VFAVH/3/KN.S ST 302 BGL49A45 0-30 10YR4/1 NUN CL N/N MMMMN ST BGL49A45 30-80 10YR3/2 N/N c MN MMMMN EX BGL49A45 80-125 10YR3/3 NUN c MN MMMMN EX 303 BGL49A46 0-25 10YR4/1 NUN SIC MN MMMMN MO BGL49A46 25-60 10YR3/1 NUN C MN F/WH/S-'K/C ST BGL49A46 80-125 10YR2/2 N/N c MN fanh/s/k/c ST 304 BGL49A47 0-30 10 YR 3/2 NUN c MN MMMMN ST BGL49A47 30-83 10YR3/1 N/N c MN F/WH/H/KN.C EX BGL49A47 80-125 10YR2/1 NUN c MN M/WM/S.'K/S EX 305 BGL49A4B 0-25 10YR3/2 NUN c MN MMMMN MO BGL49A48 25-75 10YR3/1 N/N c MN F/WH/a/K/N.C ST BGL49A4B 75-125 10YR2/1 NUN c MN C/C/SL. WH/H, B/Mn. K/N.C ST 306 BGL49A49 0-20 10YR3/1 N/N SIC MN MMMMN MO BGL49A49 20-55 10YR2/2 NUN C MN MMN/N/N ST BGL49A49 55-125 10YR2/1 NUN C MN F/WH/SAVC ST 307 BGL49A57 0-25 10 YR 3/2 NUN C MN MMMMN SL BGL49AS7 25-80 10YR2/2 NUN c VF/FM VF/RE/S/F/S MO BGL49A57 80-125 10YR3/2 NUN c VF/FC VFRE/S-F/S ' MO 308 BGL49A58 0-20 7.5YR3/3 NUN SICL MN VF/WH/3/K/C EX BGL49A58 20-65 7.5YR2 5/3 NUN c MN VF/WH/BK/C EX BGL49A58 65-125 7 5YR2 5/2 NUN SIC MN QWhS'K/'C.S EX 309 BGL49A59 0-20 10YR3/2 N/N c MN MMMMN ST BGL49A59 20-75 10YR3/1 N/N c MN MMMMN EX BGL49A59 75-105 10YR2/2 N/N c MN MMMMN ST 310 BGL49A60 0-20 10 YR 3/2 NUN c MN MMMMN MO BGL49A60 20-60 10YR2/2 N/N c MN MMMMN MO BGL49A50 60-125 10YR2/1 NUN c MN F/AHSKC ST 311 BGL49A61 0-25 10YR3/2 NUN c MN MMMMN MO BGL49A61 25-70 10YR2/2 NUN c MN MMMMN MO BGL49A61 70-125 10YR2/1 N/N c MN FAA’MTS/K/C ST 312 BGL49A62 0-25 7. SYR 2.5/3 NUN SIC V/FM MMMMN N BGL49A62 25-70 7.5YR2 5/3 MN CL MN MMMMN N BGL49A62 70-100 7 SYR3/3 NUN c MN C/WH/HX/NC ST 313 BGL49A63 0-30 10YR3/1 NUN c MN MMMMN EX BGL49A63 30-80 10YR2/1 MN c MN V/WMB/K/NC EX BGL49A63 80-125 10YR2/2 MN c MN CAYH/S/K/S EX 314 BGL49A64 0-30 10YR3/1 NUN SIC MN VAYH/HK/N EX BGL49A64 30-70 10YR2/1 NUN c MN FAVH/S/K/S EX BGL49A64 70-125 10YR3/2 N/N C MN MMMMN EX 315 BGL49A65 0-20 10YR4/1 NUN SIC MN F/WH'B.XX N EX BGL49A65 20-70 10YR3/1 N/N C MN favh/s/kc EX BGL49A65 70-100 10YR2/1 N'N c MN V/V.XSK'S EX BGL49A65 100-125 10YR3/2 N/N c MN CANH/S/K/SC EX 316 BGL49A66 0-25 10YR3/2 N/N SIC MN MMMMN ST BGL49A66 25-60 10YR3/1 N/N c N/N FAVH/SMC N ST BGL49A66 60-125 10YR2/1 N/N c MN FAVH/S/K/C.N ST WWO$l In AMociaUen W in KTFtd.nl Democratic Republic of Ethiopia- Ministry of Waler Resource* Feasibility Study and Detail design of Bale Gadula Irrigation Project Annee 4.1 : Data bate for Auger Hole SollS bale Gadula Irrigation Project Morophologlcal Characteristics of Auger Hole '' Depth' ■ ■ " ' (cm). < •^(moju/Lb F Mottles’ : Ja/coSij •Texture.’ ' ' j i Code; 1 -V ^/Fragment * r 317 BGLC9A67 0-25 10YR2/1 N/N C N/N Nodules . (a/co/li/n/k)\l?/feiife N/N/N/N/N SL BGL49A67 25-80 10YR3/2 VF/GR C N/N N/N/N/N/N ST BGL49A67 80-125 10YR3/2 F/GR c N/N N/N/hl/N/N ST 318 BGL49A68 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL49A68 25-80 10 YR 3/2 F/GR c N/N N/N/N/N/N MO BGL49A68 80-125 10YR2/2 VF/GR c VF/F N/N/N/N/N MO 319 BGL49A69 0-20 10YR2/1 N/N c N/N N/N/N/N/N SL BGL49A69 20-70 10YR3/1 N/N c N/N FAVH/S/K/S MO BGL49A69 70-125 10YR4/1 N/N c N/N C/WH/S/K/S MO 320 BGL49A70 0 25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL49A70 25-80 10YR2/1 VF/GR c N/N F/WH/S/K/S EX BGL49A70 80-125 10YR2/2 F/GR c N/N F/WH/S/K/S ST 321 BGL49A71 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL49A71 25-100 10YR2/2 N/N c N/N N/N/N/N/N ST BGL49A71 100-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 322 BGL49A72 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL49A72 30-80 10YR2/2 N/N c N/N N/N/N/N/N EX BGL49A72 80-125 10YR3/2 N/N SIC N/N N/N/N/N/N EX 323 BGL49A73 0-25 10 YR 3/1 r^N c N/N N/N/N/N/N ST BGL49A73 25-80 10YR2/1 N/N c N/N N/N/N/N/N MO BGL49A73 80-125 10YR3O N/N c N/N N/N/N/N/N ST £324' ^BGl5«'9A74 7 ww# MltflH < 325 BGL49A75 0-20 2.5YR3O N/N c N/N N1NR4/N/N N BGL49A75 20-70 2 5YR3O N/N c N/N N/N/N/N/N N BGL49A75 70-125 2 5YR2.5/2 N/N c N/N N/N/N/hWN N 326 EGL50A37 0-20 2.5YR3/6 N/N c N/N N/N/N/N/N SL BGL50A37 20-55 2 5YR4/6 N/N c N/N N/N/N/N/N SL 327 BGL50A38 0-25 2.5YR2 50 N/N c N/N N/N/N/N/N N BGI.50A38 25-80 2.5YR3/4 N/N c N/N N/N/N/N/N N BGL50A3B 80 125 2 5YR3/6 N/N c N/N N/N/N/N/N N 328 BGL50A39 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL50A39 25-60 10YR2/2 N/N C N/N F/WH/H/K/C ST BGL50A39 60-125 10YR2/1 N/N c N/N F/WH/H/K/C ST 329 BGL50A40 0-30 7.5YR3/2 N/N c N/N N/N/N/N/N N BGL50A40 30-75 7.5YR3O N/N c F/M F/WH/H/K/N N BGL50A40 75-125 7.5YR2 SO N/N c M/MC C/WH/H/K/N MO 330 BGL50A41 0-25 2 5YR3/1 N/N SIC N/N N/N/N/N/N N BGL50A41 25-80 2 5 YR 3/2 N/N c N/N N/N/N/N^l N BGL50A41 80-125 2.5YR2 5/2 N/N c N/N N/N/N/N/N N 331 BGL50A42 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL50A42 20-70 10YR3/1 N/N c N/N F/WH/H/K/N EX BGL50A42 70-105 10YR2/1 N/N c N/N C/WH/H/K/N EX 332 BGL50A43 0-25 2.5YR3/2 N/N c N/N N/N/N/N/N N BGL50A43 25-80 2 5YR3/4 N/N c N/N N/N/N/N/N N BGL50A43 80-125 2.5YR2 SO N/N c N/N N/N/N/N/N N 333 BGL50A44 025 2 5YR3/4 N/N CL N/N N/N/N^l/N N BGL50A44 25-60 2 5YR2.5O N/N CL N/N N/N/N/N/N N BGL50A44 60-80 2.5YR2 5/4 N/N c N/N N/N/N/N/N N 334 BGL50A45 0-25 10YR3/1 N'N SIC N/N N/N/N/N/N N BGL50A45 25-75 10YR2O N/N C N/N N/N/N/N/N N BGL50A45 75-125 10YR2/1 N/N C N/N N/N/N/N/N N 335 BGL50A46 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL50A46 25-100 10YR3/1 N/N c N/N N/N/N/N/N ST BGL50A46 100-125 10YR2/2 N/N c N/N N/N/N/N/N ST 336 BGL50A47 0-30 10YR3/2 N/N c N/N N/N/N/N/N ST BGL50A47 30-80 10YR2/2 N/N c N/N C/WH/B/K/N.C EX BGL50A47 80-125 10YR2/1 N/N c N/N M/WH/S/K/S EX 337 BGL50A48 0-25 10YR3/2 N/N SIC N/N FA/VH/HWN ST BGL50A48 25-85 10YR3O N/N C N/N C/WH/B/K/C.N ST BGL50A48 80-125 10YR4/3 N/N c N/N M/WH/S/K/S J WWtnt k> AaaodaU^i wrhh KI rare la Mrtel leauuiirr Study ReponFederal Democnlic Republic of Ethiopia* Ministry of Water Reiourcoi Feasibility Study and Detail Detign of Bile Gadula Irrigation Project Annex 4.1 : Data baaa for A-rper Ho*e Dea Sod Surw Bale Gadula Irrigation Project Morophological Characterstics cf Aujer Hole ■ (cm) ■* 0-30 30 eo 80-125 0-30 30-70 0-25 .£° y. ' *-7 ,o r ; ■' (mo)U/L'‘ : LMottiesf? • (a/coSlH Sfrexture^ ' L^'**** -A’ .■..rIka-: irt^ragment ^(a/siK^ A'- ,cs ' - CaCo3 ■' 33B BGL50A58 2 5YR3/3 N/N CL N/N N/N/N/N/N N BGL50A58 2 5YR3/2 N/N SIC N/N C/WH/S/K/S.C EX BGL5OA58 2.5YR2.5/2 NjN SIC N/N V/WH/S/K/S EX 339 BGL50A59 7.5YR2.5/3 N/N SIC N/N N/N/N/N/N ST BGL50A59 10 YR 3/4 N/N C N/N N/N/N/N/N ST 340 BGL50A60 10YR3/1 N/N C N/N N/N/N/N/N MO BGL50A60 25-100 10YR2/2 N/N C N/N N/N/N/N/N MO BGL50A60 100-125 10YR2/1 N/N c N/N r/WWS/K/C ST 341 BGL50A61 0-25 2 5YR4/6 N/N CL N/N N/N/N/N/N N BGL50A61 25-70 2 5 YR 3/6 N/N C N/N N/N/N/N/N N BGL50A61 70-125 2 5YR 2 5/4 N/N C N/N N/N/N/N/N N 342 BGL50A62 0-20 7.5YR3/3 N/N SIC N/N N/N/N/N/N ST BGL50A62 20-75 7.5YR2.5/3 N/N C N/N C/WH/3/K/N.C EX BGL50A62 75-125 7.5YR2 5/2 N/N C N/N CAVH/B/WC EX 343 BGL50A63 0-30 2.5YR3/3 N/N SIC N/N N/N/N/N/N N BGL50A63 30-80 2.5YR2.5/4 N/N c N/N DWHJS/K/S MO 344 BGL50A64 0-25 2 5YR4/3 N/N CL N/N N/N/N/N/N N BGL50A64 25-65 2.5YR3/3 N/N C N/N V/WH/H/WN SL 9GLS0A64 65-100 2.5YR3/4 N/N c N/N CA*WK^.C MO 345 0GL5OA65 0-25 7 5YR3/2 N/N SIC N/N N/N/N/N/N ST BGL50A65 25-65 7.5YR2.5/2 N/N c N/N V/WH/H/K/N EX BGL50A65 65-125 7.5YR2.5/1 N/N c N/N F/WH/B/K/C.N EX 346 BGL50A66 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL50A65 25-90 10YR2/2 N/N c N/N N/N/N/N/N ST BGL50A66 90-125 . 10YR2/1 N/N c N/N F/WH/S/K/C ST 347 BGL50A67 0-20 10YR3/1 N/N c N/N N/N/N/N/N MO BGL50A67 20-50 10YR2/2 N/N c N/N N/N/N/N/N ST BGL50A67 50-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 348 BGL50A68 BGL50A6B 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO 25-70 10YR4/1 N/N c N/N N/N/N/N/N MO BGL50A68 70-125 10YR3/1 N/N c N/N N/N/N/N/N MO 349 BGL50A69 0-20 10YR2/1 N/N c N/N N/N/N/N/N MO 0GL5OA69 20-55 10YR3/1 N/N c N/N N/N/N/MN MO BGL50A69 55-80 10YR2 5/1 N/N c N/N V/WH/S/K/S MO BGL50A69 ’ 80-125 10YR4/1 N/N c N/N F/WH/S/K/S MO 350 BGL50A70 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL50A70 25-80 10YR2/1 VF/GR c N/N VF/WH/H/K/N ST BGL50A70 80-125 10YR2/2 F/GR c N/N N/N/N/N/N ST 351 BGL50A71 0-25 10YR3/1 N/N SIC N/N NWM'N MO BGLS0A71 25-70 10 YR 2/2 N/N C N/N N/N/N/N/N ST BGL50A71 70-125 10YR2/1 N/N C N/N F/WH/S/K/C ST 352 BGL50A72 0-30 10YR3/1 N/N C N/N V/WH/S/K/S EX BGL50A72 30-70 10 YR 3/2 N/N C N/N N/N/N/N^M EX BGL50A72 70-125 10YR3/3 N/N c N/N NyN.'N/N'N EX 353 BGL50A73 0-30 10YR3/2 N/N c N/N N/N,NN'N ST BGL50A73 30-65 10YR2/1 N/N c N/N N'N/N/N;N ST BGL50A73 65-125 10 YR 2/2 N/N c N/N N/N/N/N/N EX 354 BGL50A74 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N BGL50A74 ST 25-50 10 YR 3/1 N/N c N/N F/WHA-VK/N ST BGL50A74 50-125 10YR2/2 N/N c N/N CMI-VH/K/N ST 355 BGL50A75 0-25 10 YR 2/2 N/N c N/N N/N/N/N/N BGL50A75 25-60 MO 10YR2/1 N/N c N/N N/N/N/N/N BGL50A75 60-125 ST 10YR2/1 N/N c N/N r^UN/N/N/N ST 356 BGL51A38 0-25 2 5YR3/4 N/N CL N/N N/N/N^l/N BGL51A38 N 25-80 2.5YR3/3 N/N c N/N N/N/N/N/N □GL51A38 80-125 N 2.SYR 3/2 N/N c N/N NJMN/N/N 357 BGL51A39 0-25 N 10YR2/1 N/N SIC N/N N/N/N/N/N N BGL51A39 25-55 10YR2/2 N/N c N/N f/wh/sa<k: BGL51A39 55-125 ST 10YR3/2 N/N c N/N F/RE WH/S/K/C 358 BGL51A40 0-25 ST 7 5YR3/1 N/N c N/N N/N/N/N/N BGL51A40 25-80 N 7 5 YR 3/2 N/N c N/N N/N/N/N/N BGL51A40 80-100 N 7 5YR3/4 N/N c c/c C/WH/H/K/N MO WWDK In Anorialton with ICT fWI fraafeKTY *»>**» •F.dcr.1 Democratic RepubUc of Ethiopia- „(nI Qf R oun:„ „ Feasibility Study and Detail Dc.l n of Bale Gadula lrrt alien Project B S Annex 4.1: Data ba»e (or Aucar Holo Descrip Soli Survey S’ skh ID Depth "’-’Colour A 3 ■ Code- Mottles S?(a/coSI)\ Yf'T oirturc\- <2mni , Rock : ...Fragment; (a/sif- ... (a/co/h/n/kilBlHBI C..Co3 ' ‘ 359 BGL51A41 0-30 10YR3/1 N/N 1 C N/N V/BL/H/Mn/N ST BGL51A41 30-75 10YR2/1 N/N c N/N FAVH/H/K/N EX BGL51A41 75-125 10 YR 2/1 N/N c N/N M/WH/H/K/N EX 360 BGL51A42 0-30 10YR3/2 N/N c N/N V/WH/H/K/N ST BGL51A42 30-70 10YR3/1 N/N c N/N F/WH/H/K/N ST BGL51A42 70-125 10YR2/1 N/N c N/N C/WH/H/K/N 361 BGL51A43 0-25 10YR2/2 VF/RB c VF/F F/WH/B/K/N.S MO BGL51A43 25-75 10YR2/1 N/N c VF/FC VF/WH/H/K/N ST BGL51A43 75-125 10YR2/2 N/N c N/N VF/WH/S/K/S MO 362 BGL51A44 0-25 2 SYR 3/4 N/N c N/N N/N/N/N/N N BGL51A44 25-60 2.5YR2 5/3 N/N c N/N N/N/N/N/N N BGL51A44 60 125 2.5YR3/3 N/N c N/N N/N/N/N/N N 363 BGL51A45 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL51A45 20-75 10YR2/2 N/N c N/N N/N/N/N/N ST BGL51A45 75-125 10YR2/1 N/N c N/N N/N/N/N/N ST 364 BGL51A46 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL51A46 20-65 10YR2/2 N/N c N/N F/RE/S/K/C ST BGL51A46 65-125 10YR2/1 N/N c N/N F/RE/S/K/C ST 365 BGL51A47 0-30 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL51A47 30-75 10YR2/1 N/N c N/N F/WH/B/K/N.C ST BGL51A47 75-125 10YR2/1 N/N c N/N C/WH/B/K/N.C EX 366 BGL51A65 0-25 2.5YR3/4 N/N SCL N/N N/N/N/N/N N BGL51A65 25-65 2.SYR 3/4 N/N c N/N N/N/N/N/N SL BGL51A65 65-125 2.5YR3/6 N/N CL F/C N/N/N/N/N MO 367 BGL51A66 0-20 2.SYR 3/4 N/r< CL N/N N/N/N/N/N N BGL51A66 20-50 2. SYR 3/6 N/N c N/N N/N/N/N/N N BGL51A66 50 125 2.5YR2 5/4 N/N c N/N N/N/N/N/N N 368 BGL51A67 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL51A67 25-60 10YR2/2 N/N c N/N N/N/N/N/N ST BGL51A67 60 125 10YR2/1 N/N c N/N F/WH/N/K/C ST 369 BGL51A68 0-20 10YR2/1 N/N c N/N N/N/N/N/N MO BGL51A68 20-60 10YR3/1 N/N c N/N N/N/N/N/N MO 370 BGL51A69 0-25 10YR2/1 N/N c N/N F/WH/07K/N.S EX 371 BGL51A70 0-25 10YR3/1 V/N c N/N N/N/N/N/N ST BGL51A70 25-60 10YR2/1 VF/GR c N/N F/WH/S/K/S ST BGL51A70 80-125 10YR2/2 VF/GR c N/N N/N/N/N/N ST 372 BGL51A71 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL51A71 25-60 10YR3/2 N/N c N/N N/N/N/N/N ST BGL51A71 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 373 BGL51A72 0-30 10YR4/1 N/N c N/N N/N/N/N/N EX BGL51A72 30-60 10YR3/1 N/N c N/N N/N/N/N/N EX BGL51A72 60-100 10YR2/2 N/N c N/N N/N/N/N/N EX BGL51A72 100-125 10YR3/2 N/N SIC N/N N/N/N/N/N 374 BGL51A73 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL51A73 20 60 10YR2/1 N/N c N/N N/N/N/N/N ST BGL51A73 60 95 10YR3/2 N/N c N/N N/N/N/N/N ST BGL51A73 95-125 10YR4/2 N/N c N/N N/N/N/N/N ST 375 BGL51A74 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N ST BGL51A74 25-70 10YR3/1 N/N c N/N N/N/N/N/N ST BGL51A74 70-125 10YR2/1 N/N c N/N N/N/N/N/N ST 376 BGL51A75 0-25 10 YR 3/1 N/N c N/N V/WH/B/K/C EX BGL51A75 25-75 10 YR 2/2 N/N c N/N A/WH/S/K/C.S ST BGL51A75 75-125 10YR4/3 N/N SIC N/N F/WH/B/K/C EX 377 BGL52A39 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGLS2A39 20-70 10 YR 3/2 N/N c N/N F/WH/S/K/C ST BGL52A39 70-125 10YR2/2 N/N c N/N F/WH/S/K/C ST 378 BGL52A40 0-30 2.5YR3/3 N/N CL N/N N/N/N/N/N N BGL52A40 30-70 2 5YR3/4 N/N c N/N N/N/N/N/N N BGL52A40 70 125 2 5YR4/6 N/N c C/C C/WH/H/K/N SL 379 BGL52A41 0-25 10YR3/1 N/N c N/N F/WH/H/K/N EX BGL52A41 25-80 10YR2/1 N/N c N/N V/WH/H/K/N EX BGL52A41 80-125 10YR2/1 N/N c L N/N C/WH/B/K/N.C EX WWtKC In Aaacxiatian with ICT Fap IB final fallibility Mu*, Ha penFederal Democratic Republic of Ethiopia- Ministry of Waler Reaourtea Feasibility Study and Detail Design of Bale Gadula Irrigation Project Anne* 4.1 : Data base for Am H lnn UH Balo Gadula Irrigation Project Moropholoqical Characterstlcs of Auger Hole 7m tfSfcoso S ' • ••■ Nodules^ • (a/co/h/n/k) 380 BGL52A42 0-25 7.5YR3/4 N/N SIC N/N N/N/N/N/N SL BGL52A42 25-65 7.5YR3/4 N/N c N/N V/WH/H/K/N SL BGL52A42 65-125 7.5YR2/1 N/N c N/N F/WH/H/K/N ST 381 BGL52A43 0-25 2.5YR3/4 N/N c N/N N/N/N/N/N N BGL52A43 25-60 2.5YR2 5/3 N/N c N/N rwj/WN N BGL52A43 60-90 2 5YR2.5/3 N/N CL F/FM F/WH/H/K/N SL BGL52A43 90-125 2.5YR2.5/4 N/N CL VF/FC VF/WH/S/K/N SL 382 BGL52A44 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL52A44 25-75 10YR2/1 N/N C N/N F/WH/S/K/S ST BGL52A44 75-125 7.5YR2.5/1 N/N c N/N VF/WH/B/K/N.S EX 383 BGL52A45 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL52A45 25-80 10YR2/2 N/N c N/N C/WH/S/K'C ST BGL52A45 80-125 10YR2/1 N/N C N/N M/WH/S/K/C ST 384 BGL52A46 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N SL BGL52A46 25-90 10YR3/2 N/N c N/N F/RE/S/K/C MO BGL52A46 90-125 10 YR 2/2 N/N c N/N F/RE/S/K/C MO 385 BGL52A67 0-25 2.5YR3/2 N/N CL N/N n/n/n/n/n N BGL52A67 25-70 2.5YR3/4 N'N c N/N N/N/N/N/N N BGL52A67 70-125 2.5YR25/2 N/N c N/N N/N/N/N/N N 386 BGL52A68 0-25 10YR2/1 N/N c N/N N/N/N/N/N SL BGL52A68 25-70 10YR3/1 N/N c N/N N/M'N/M'N MO BGL52A68 70-125 10YR4/1 N/N c N/N N/N/N/N.TJ MO 387 BGL52A69 0-25 10YR2/1 VF/GR c N/N MO BGL52A69 25-85 10YR2/2 F/GR c N/N N/N/Ni'N/N MO BGL52A69 85-125 10YR3/2 C/GR c N/N N/N/N/N/N ST 388 BGL52A70 0-25 10YR2/1 N/N c N/N N/N/N/N/N MO BGL52A70 25-60 10YR3/1 N/N c N/N VF/WH/H/K/N ST BGL52A70 60-80 10YR2/2 N/N c N/N f/w/s/k/s ST 389 BGL52A71 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL52A71 25-85 10YR2/2 N/N c N/N N/N/N/N/N ST BGL52A71 85-125 10YR2/1 N/N c N/N F/WH/S/K/N ST 390 BGL52A72 0-25 10YR3/1 N/N c N/N N/N/NrN/N EX BGL52A72 25-75 10YR2/2 N/N c N/N V/WH/H/K/N EX BGL52A72 75-125 10 YR 3/2 N/N c N/N F/WH/S/K/S EX 391 BCL52A73 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL52A73 25-60 10YR2/1 N/N c N/N N/N/N/N/N ST 392 BGL52A74 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N ST BGL52A74 25-70 10YR3/2 N/N c N/N N/N/N/N/N ST BGL52A74 70-125 10YR2/1 N/N c N/N N/N/N/N/N ST 393 BGL52A75 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL52A75 20-70 10YR2/1 N/N c N/N v/wh/s/k/s EX BGL52A75 70-125 10YR2/2 N/N c N/N C/WH/S/K/S EX 394 BGL53A40 0-20 2.5YR3/2 N/N stc N/N N/N/N/N/N N BGL53A40 20-75 2.5YR3/3 N/N c N/N V/BL/H/Mn/N N BGL53A40 75-125 2.5YR2 5/2 N/N c N/N N/N/N/N/N N 395 BGL53A41 0-30 10YR4/1 N/N c N/N N/N/N/N/N ST BGL53A41 30-60 10YR3/1 N/N c N/N F/N/H/K/N EX BGL53A41 60-125 10YR2/1 N/N c N/N C/N/H/K/N EX 396 BGL53A42 0-20 2.SYR 3/2 N/N CL N/N N/N/N/N/N N 8GL53A42 20-80 2.5 YR 4/4 N/N c N/N N/N/N/N/N N BGL53A42 80-125 2.5YR2 5/4 N/N c N/N N/N/N/N/N N 397 BGL53A43 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL53A43 30-75 10YR2/1 N/N c N/N C/WH/H/K/N.C EX BGL53A43 75-125 10YR2/1 N/N c N/N M/WH/B/K/C EX 398 BGL53A44 0-30 7.5YR3/2 N/N SIC N/N N/N/N-N/N N BGL53A44 30-75 7.5YR2 5/2 N/N c N/N F/WH/H/K/N SL BGL53A44 75-125 7.5YR2 5/3 N/N c C/FM A/WH/B/K/N C MO 399 BGL53A45 0-20 10YR3/1 N/N SIC N/N F/RE/S/K/C ST 8GL53A4S 20-60 10YR2/2 N/N c N/N F/RE^K/C ST BGL53A45 60-125 10YR2/1 N/N c N/N bm'N/N ST 400 BGL53A68 0-15 2 5YR3/3 N/N SCL N/N N/N/N.'N/N N WWOIt In Auodauori whh CT *a<» IS ruwl TeauVUr, itweyFederal Democrat* Republic of Ethiopia- Ministry or Water Resources Feasibility Study and Detail Oesl n of Oak Gadula ImpaUon Project Li B Annex 4.1 : Oati bate for Auper Hole Or»cr1» Soil Survey S fib' . Code ' Depth -■■■ (cm) • ! . Colour. (mo)Un- B . *•• •>'- i Mottles' /(a/coSI). Texture , , Rock;. Fragmont ' ’.y , C.<2mm • (a/sl) 4 CaCo3.. 401 BGL53A69 0-25 2 5YR2 .S/2 N/N C N/N kkN/N/N/N N BGL53A69 25-60 2 5YR3/1 N/N C VF/F N/N/N/N/N N BGLS3A69 GO-100 2 5YR2 5/2 NN C VF/F VFAVH/H'K/N SL 402 BGL53A70 0-25 10 YR 3/1 N/N C N/N N/N/N/N/N MO BGL53A7O 25-80 10YR2/1 N/N C N/N N/N/N/N/N MO BGL53A70 80-125 10YR2/2 F/GR C N/N N/N/N/N/N ST 403 BGL53A71 0-30 10YR3/1 N'N C N/N F/WH/H/K/N EX BGL53A71 30-70 10YR2/2 N/N C N/N VAVH/B/K/NC EX BGL53A71 70-125 10YR3/2 N/N C V/M N/WH/N/N/N EX 404 BGL53A72 0-25 10YR3/1 N/N C N/N N/N/N-W4 EX BGL53A72 25-75 10YR2/2 N/N C N/N V/WH/B/K/N.C EX BGL53A72 75-125 10 YR 3/2 N/N C N'N CAVH/S/K/S EX 405 BGL53A73 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL53A73 25 75 10YR2/1 N/N c N/N N/N/N/N/N ST BGL53A73 75-100 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL53A73 100-125 10YR4/2 N/N c N/N N/N/N/N/N ST 406 BGL53A74 0-25 10 YR 3/2 N/N SIC N/N N/N/N.'N/N ST BGL53A74 25-60 10YR2/2 N/N c N/N FAVH/SWC ST BGL53A74 60-125 10YR2/1 N/N c N/N CAAH/S4</C ST 407 BGL53A75 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL53A75 25-80 10YR2/1 N/N c N/N V/WH/H/K/N EX BGL53A75 80-125 10 YR 3/2 N/N c N/N C/BL/S/MVS EX 408 BGL54A41 0-30 IOYRl'1 N/N c N/N N/N/N/N'N SL BGL54A41 30-80 10YR2/1 N/N c N/N VA/VH/H/K/N.C MO BGL54A41 80-125 10YR2/1 N/N c N/N CAVH^K/C EX 409 BGL54A42 0-30 10 YR 3/2 N/N c N/N F/WFVH/K/N MO BGL54A42 I 30-80 10YR3/1 N/N c N/N C/WH/HK/N.C ST BGL54A42 80-125 10YR2/1 N/N c N/N MAAH^K/C EX 410 BGL54A43 0-20 10YR3/1 N/N c N/N N/N/N/N.N EX BGL54A43 20-75 10YR2/1 N/N c N/N C/WH/B/K/NC EX BGL54A43 75-125 10YR2/1 N/N' c N/N A/WH^K/C EX 411 BGL54A69 0 15 2.5 YR 3/4 N/N SIC N/N N/N/N/N/N N BGLS4A69 15-35 2.5YR2.5/3 N/N c N/N N/N/N/N/N N 412 BGL54A70 0-25 2.SYR2 5/2 NZN c N/N N/N/N/N/N N BGL54A70 25-50 2_ SYR 3/8 N/N c N/N N/N/N/N/N N BGL54A70 50-60 Z 5 YR 3/6 N/N c VF/F N/N^l/N^ N 413 BGLS4A71 0-30 10YR3/1 N/N SIC V/FM F/WN/H/K/N EX BGL54A71 30-55 10YR3/1 N/N c F/FM CAVH^K/N.C EX 414 BGL54A72 0-25 10YR3/1 N/N c N/N V/WH/B/K/N,S EX BGL54A72 25-80 10 YR 3/2 N/N c N/N V/WH/S/K/S EX BGL54A72 80-125 10YR2Z2 N/N c N/N V/WH/H/K/Q/N EX 415 BGLS4A73 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL54A73 25-70 10YR2/1 f/f/gr/rbI c N/N N/N/N/N/N ST BGL54A73 70-125 10YR2/2 F/GR c N/N N/N/N/N/N EX 416 BGL54A74 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL54A74 25-75 10YR2/2 N/N c N/N F/RE^/K/C ST BGL54A74 75-125 10YR2/1 N/N c N/N F/RE/S/K/C ST 417 BGL54A75 0-30 10YR3/2 N/N c N/N N/NWN/N EX BGLS4A75 30-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL54A75 80-125 10YR2/2 I N/N c N/N V/C/WH.BL/S/S/K.Mn/C.S EX 418 BGL55A72 0-30 7.5YR2.5/3 N/N SIC N/N F/WH'H/K/N EX BGL55A72 30-60 7 5YR2 .5/2 N/N SIC F/C C/WM/H/K/N ST 419 BGL55A73 0-25 10YR2/1 N/N c N/N FAVFVHA/K/N MO BGL55A73 25-80 10YR3/2 Vr/GR c N/N F/WH/SWS ST BGL5SA73 80-125 10YR4/3 M/GR c N/N VF/Wri^K/N.S EX 420 BGL55A74 0-25 10 YR 3/2 N/N c N'N N/T'i/N/ht'N ST BGLS5A74 25-80 10YR2/2 C/GR c N/N N/N/N-'N/N EX BGL55A74 80-125 10YR3/1 C/GR c N/N Vr/WH/S/K/S EX 421 BGL5SA75 0-30 10YR3/1 N/N c N/N V/WH/H/K/N EX BGL55A75 30-80 10YR2/2 fJ/N c N/N N/N/N/N/N ST BGL5SA75 60-125 10YR3/2 1 N/N c N/N A/WH^K/C.S EX ----------- —----- — P**» ID Hn*i fcaidMlrty Jtu4 Kapon r H u n ii D n n ii n ii ii h u n h WW3U In UuxUUcn with ICT rFederal Democratic Republic of Ethiopia- Mfnlairy of Waler Resources PenIbiIffy Study and Detail Design of Bale Cadula Irrigation Project Annex 4.1 : Data base foe Auger Hcte De Soil Svr* w ■ ^Colour^xt ><f (m6ju/l ; Mottles?? Sfa>coSI)£ oBHaRocfrESf ZBEragmentH 422 BGL55A76 0-30 10 YR 3/1 N/N c NUN l OB"-? mu V/WH/H/K/N ST BGL55A76 30-65 10YR2/2 N/N c N/N F/WFUH/K/N ST BGL55A76 65-125 10YR3/3 N/N SIC NUN V/WH>7VK/N ST 423 BGL56A73 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL56A73 25-80 10YR2/2 VF/GR c N/N VF/WH/S/K/S ST BGL56A73 80-125 10YR3/2 C/GR c N/N VF/WH/S/K/S EX 424 BGL56A74 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL56A74 25-70 10YR2/2 N/N c N/N N/N/N/N/N EX BGL56A74 70-125 10YR3/2 C/GR c N/N N/N/N/N/N EX 425 BGL56A75 0-20 10YR3/1 N/N c N/N N/N/N/N/N EX BGL56A75 20-65 10YR2/2 N/N c N/N V/WH/B/K/N EX BGL56A75 65-80 10 YR 3/2 NJN c N/N M/WH/B/K/C.S EX BGL56A75 80-125 10YR4/4 N/N SIC N/N A/WH/B/K/N.C EX 426 BGL56A76 0-20 10YR3/2 N/N c NUN N/N/N/N/N ST BGL56A76 20-80 10 YR 3/3 N/N c N/N F/WH/B/K/N.C ST BGL56A76 80-125 10YR3/4 N/N SIC NUN V/WH/H/K/N EX 427 BGL57A73 0-25 10YR3/2 N/N c N/N N/N/N/N/N' ST BGL57A73 25-80 10YR2/2 F/GR ■c NUN N/N/N/N/N ST BGL57A73 80-125 10YR3/2 VF/RB c N/N N/N/N/N/N MO 428 BGL57A74 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGLS7A74 25-80 10YR2/1 VF/RB c NUN VF^'Hm'N ST BGL57A74 80 125 10YR2/2 F/GR c N/N N/N/N/N/N ST 429 BGL57A75 0-30 10YR3/1 N/N c NUN N/N/N/N/N EX BGL57A75 30-80 10YR3/1 N/N c NUN V/WH/H/K/N EX BG157A75 80-125 - 10YR2/2 N/N c N/N V/WH/B/K/NC EX 430 BGL57A76 0-25 10 YR 3/1 N/N c N/N N/N/N/N/N ST BGL57A76 25-70 10YR372 N/N c N/N F/WH/B/K/N.S ST BGL57A76 70-100 10 YR 3/3 N/N c NUN N/N/N/N/N ST BGL57A76 100-125 10YR3/4 F/RB SIC N/N N/N/N/N/N ST 431 BGL58A74 0-25 10YR2/1 N/N C NUN Vr/WPuH/K/N ST BGL58A74 25-80 10YR3/1 F/GR c NUN F/WH/S/K/S ST BGL58A74 80-125 10YR4/3 C/GR c N/N N/N/N/N/N ST 432 BGL58A75 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL58A75 25-80 10YR2/1 N/N c N/N V/WH/6/K/C EX BGl 58A75 80-125 10YR2/2 N/N c N/N C/WH/B/K/N.C EX 433 BGL58A76 0-30 10YR3/2 N/N c NUN N/N/N/N/N ST BGL58A76 30-70 10YR2/1 N/N c N/N F/WHJSWS ST BGL58A76 70-90 10YR3/3 N/N c NUN N/N/N/N/N ST BGL58A76 90-125 10YR3/4 N/N SIC NUN N/N/N/N/N MO 434 BGL59A75 0-20 10YR3/1 N/N c NUN N/N/N/N/N ST BGL59A75 20-55 10YR2/1 N/N c N/N N/N/N/NiN ST BGL59A75 55-75 10YR2/2 N/N c N/N F/WH/S/K/S ST BGL59A75 75-125 10YR3/3 N/N c NUN N/N/N/N/N ST 435 BGL59A76 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL59A76 25-8S 10YR2/1 N/N c N/N N/N/N/N/N ST BGL59A76 85 125 10YR2/2 N/N c NUN N/N/N/N/N ST 436 BGL60A75 0 25 10YR3/1 N/N c NUN N/N/N/N/N ST BGL60A75 25-60 10YR3/2 N/N c NUN N/N/N/N/N ST BGL6QA75 60-90 10YR2/2 N/N c N/N F/WH/H/X/N ST BGL60A75 90-125 10YR3/3 N/N c N/N N/N/N/N/N 437 BGL60A76 ST 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL60A76 90-125 10 YR 3/3 NUN c c N/N NN N/N/N/N/N N/N/N/N/N ST ST "X38: BGL01-A01 0 30 10YR1/1 N/N CL C/MC A/WM/B/K/S.N EX 439 BGL01-A02 0 30 10YR3/2 NUN c NN N/N/N/N/N N BGL01-A02 3060 1DYR2/1 N/N c NUN N/N/N/bUN N 440 BGL01-A03 0-30 10YR4/1 N/N c NUN N/N/N/N/N N BGL01-A03 30-65 10YR2/1 NUN c NUN N/N/N/N/N 441 N BGL01-A04 0-20 10YR2/7 N/N c NUN N/N/N/N/N BGL01-AG4 20-75 10YR2/1 NUN c NUN F/WH/H/K/SL SL BGL01-A04 75-125 10YR3/1 N/N c NN CMH/H/K/NO MO 442 BGL02-A01 0-20 10YR3/1 NUN CL C/MC N/N/N/N/N WWDSi In Allocation with ICT Pa<e JI >inatfe*».bih M 4y Report rwFederal Democratic Republic of Ethiopia. Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula IrclgaUon Projecl Annex 4.1 : Data base for Auger Hole sons m Bale Gadula Irrigation Project Morophological Characteristics of Auger Holo k-/■ • - Depth ' ■ > - (cm) ' - Colour \i(mo)U/L5 Mottles . •-(afcoSI)* sam Texture ■ - <2mm . . . Rock < ■t; Fragment- Nodules • Code - (■'c - ‘ CaCo3 443 BGL02-A02 0-30 10 YR 3/2 N/N CL C/S A/WH/B/K/QN EX 444 BGL02-A03 0-30 10YR3/1 N/N C N/N N/N/N/N/N N BGL02-A03 30-70 10YR2/1 N/N C N/N N/N/N/N/N N BGL02-A03 70-125 10YR2/2 N/N c N/N N/N/N/N/N 445 BGL02-A04 0-25 10YR2/1 N/N c N/N N/N/N/N/N N BGLQ2-A04 25-50 10 YR 3/2 N/N sc N/N N/N/N/N/N SL 4^6 BG102-A05 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGLO2-AO5 25-60 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL02-A05 60-125 10YR2/1 t4/N c N/N F/WH/S/K/C ST 447 BGL03-A02 0-20 10 YR 3/2 N/N CL M/MC.S NWVH/B/K/S N EX 448 BGL03-A03 0-25 10 YR 3/3 N/N CL C/S A/WH/B/K/S.N EX 449 BGL03-A04 0-25 10YR3/1 N/N C N/N N/N/N/N/N SL BGL03-A04 25-80 10YR2/2 N/N C N/N N/N/N/N/N MO BGL03-A04 80-125 10YR2/1 N/N C N/N C/WH/B/K/S.N MO 450 BGL03-A05 0-20 10YR2/1 N/N C N/N N/N/N/N/N SL BGL03-A05 20-50 10YR3/1 N/N C N/N N/N/N/N/N MO BGL03-A05 50-95 10YR4/1 N/N C N/N C/WH/B/K/N.S MO 451 BGL03-A06 0-20 10YR3/1 N/N C N/N N/N/N/N/N SL BGL03-A06 20-50 10YR2/2 N/N c N/N F/WH/S/K/N MO BGL03 A06 50-125 10YR2/1 N/N c N/N F/WH/S/K/N ST &M523r 'BGLD4A03'- N/N •: - -..N/N - • 453 BGL04-A04 0-20 10YR3/1 N/N c N/N N/N/N/N/N MO BGL04-A04 20-60 10YR2/2 N<N c N/N1 V/WH/S/K/S ST BGL04-A04 60 125 10YR2/1 N/N c F/F M/WH/S/K/S ST 454 BGL04-A05 0-20 10YR2/1 N/N c N/N ■ N/N/N/N/N SL BGL04-A05 20-70 10YR3/1 N/N c N/N F/WH/H/K/N MO 455 BGL04-A06 0-25 10YR3/1 N/N! c N/N N/N/N/N/N MO BGL04-A06 25-90 10YR2/2 N/N c N/N F/WH/S/K/K/C ST BGL04-A06 90-125 10YR2/1 N/N c N/N F/WH/S/K/K/C ST 456 BGL04-A07 0-25 10YR3/2 N/N c N/N N/N/N/N/N W BGL04-A07 25-70 10YR2/1 N/N c N/N N/N/N/N/N SL BGL04-A07 70-125 10YR2/1 N/N c N/N C/WH/B/K/N.C SL 457 BGL05-A0S 0-25 10YR2/1 N/N c N/N N/N/N/N/N M0 BGL05-A05 25-60 10YR3/1 N/N c N/N N/N/N/N/N MO BGL05-A05 60-125 10YR4/1 N/N c N/N C/WH/B/K/N ST 458 BGL05-A06 0-20 10YR4/1 NfN c N/N N/N/N/N/N N BGL05-A06 20-60 10YR2/2 N/N c N/N N/N/N/N/N ST BGL05-A06 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 459 BGL05-A07 0-25 10YR4/1 N/N c N/N N/N/N/N/N N BGL05-A07 25-75 10YR2/1 N/N c N/N N/N/N/N/N SL BGL05-A07 75-125 10YR3/1 N/N c N/N A/WH/B/K/N.C SL 460 BGL06-A05 0-20 10YR2/1 N/N c N/N N/N/N/N/N SL BGL06-A05 20-40 10YR3/1 N/N c N/N N/N/N/N/N MO 461 BGL06-A06 0-20 10YR3/1 N/N c N/N N/N/N/N/N MO BGL06-A06 20-70 10YR2/2 N/N c N/N C/WH/S/K/C ST BGL06-A06 70-125 10YR5/1 N/N c N/N C/WH/H.S/K/C ST 462 BGL06-A07 0-30 10YR4/1 N/N c N/N C/WH/H/K/N.C SL BGL06-A07 30-80 10YR3/1 N/N c N/N M/WH/B/K/N.C MO BGL06-A07 80125 10YR2/1 N/N c F/FM M/WH/B/K/N/L M0 463 BGL0&-A08 0-30 10 YR 3/2 N/N c N/N N/N/N/N/N N BGL06-A08 30-75 10YR3/1 N/N c N/N N/N/N/N/N N BGL06-A08 75-125 10YR2/1 N/N c N/N N/N/N/N/N N firul l<«dl>4l<t Mwdr Kapo/t rF«J«ral Democratic Republic of Ethiopia- Ministry of Water R*-»ourc«» Feasibility Study and Detan Design of Bate Gadula Irrigation Project Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole B • - .Colour i4Tmo)0/LW Mottles i3 Z(a/c6si)-j ■*‘7Texture Ro-.K • Fragment’-. • Nodules ■ - ■ (x'co.Tt/n/k) 3 464 BGL07 AOS 0 20 10YR2/1 NN c N/N N/N/NNN SL 465 BGL07-A06 0-25 10YR4/1 N/N c NN NNNNN MO BGL07-A06 25-60 10YR3/1 N/N c N/N NNNNN ST BGL07-AO6 60-125 10 YR 2/2 N/N c N/N NN/NNN ST 466 BGL07-A07 0-20 10YR3/1 NN c NN V/WH/H/K/N SL BGL07-A07 20-60 10YR2/1 NN c N/N C/WH/B/K/C.N MO BGL07-A07 60-125 10YR4/1 N/N c N/N A/WH/B/K/S.N ST 467 BGL07-A08 0-30 10YR3/1 NN c N/N NNNNN N 8GL07-A08 30-75 10YR2/1 N/N c N/N N/NNNN N BGL07-A08 75-125 10YR3/1 N/N c N/N NNNNN N 468 BGL08-A05 0-20 10YR2/1 NN c NN NNNNN SL BGl 08-A05 20-45 10YR3/1 N/N c V/F NNNNN MO 469 BGL08-A06 0-25 10YR3/1 N/N SIC N/N N/N/NNN N BGL08-A05 25-60 10 YR 2/2 NN c N/N N/N/N/NN N BGL08-A06 60-125 10YR2/1 N/N c NN NN/NNN N 470 BGL08-A07 0-30 10YR3/1 NN SIC N/N F/WH/B/K/C.N SL BGL08-A06 30-75 10YR3/1 NN c NN CAVH/H/K/C.S MO BGL08-A07 " 75-125 10YR2/1 N/N c N/N CAYHSX/C.S SL 471 BGL08-A08 0-30 10YR3/1 N/N c N/N V/WM/S/KN N BGL08-A08 30-70 10YR2/1 N/N c N/N M/WH/Br<N.C SL BGL08-A08 70-125 10YR2/1 N/N c NN CW&WN.C SL ?472X C BGCo’9-Xd5^ msssasw J-NN^ ’rV.x ' -5 ’Ti C. Si*-: : - 7-' 473 BGL09-A06 0-20 10YR2/2 N/N SIC N/N N/N/N/NN ST BGL09-A06 20-80 10YR2/1 N/N c NN F/WH/S.H/K/C ST BGL09-A06 80-125 10YR2/1 NN c N/N M/WH/S.H/K/C ST 474 BGL09-A07 0-30 10YR3/1 NN SIC NN V/WH/B/KN SL BGL09-A07 30-85 10YR2/1 N/N C NN CAVH/B/KN.C MO BGL09-A07 85-125 10YR2/1 N/N c NN AAW/S/KS/S MO 475 BGL09-A0B 0-25 10YR3/2 NN c NN N/N/NNN SL BGL09-A08 25-65 10YR2/1 N/N c NN C/WH/HKN ST BGL09-A08 65-90 10YR3/1 NN c F/FM CAVH/H/KN ST 476 BGL10-A06 0-20 10 YR 2/2 N/N c N/N N/N/NNN ST BGL10-A06 20-50 10YR2/1 NN c N/N NNNNN ST 477 BGL10-A07 0-30 10YR3/1 N/N c N/N F/WH/B/K/C.N N BGL10-A07 30-80 10YR2/1 N/N c NN nvwh/b/k/c.n MO BGL10-A07 80-125 10YR3/1 N/N c N/N A.WH.WC ,N MO 478 BGL10-A08 0-25 10YR3/1 N/N c N/N V/WH/H/KN SL BGL10-A08 25-60 10YR2/1 N/N c N/N F/WH/B/KN.C ST BGL10-A08 60-125 10YR2/1 N/N c N/N QWrtU/KN.C ST 479 BGL11-A06 0-20 10YR2/2 N/N SIC NN N/N/N/NN ST BGL11-A06 20-50 10YR2/1 N/N c NN NNN/NN ST BGL11-A06 50-125 10 YR 2/2 N/N c NN NNNNN ST 480 BGL11-A07 0-20 10YR2/1 N/N c N/N N/’NN/NN BGL11-A07 20-80 10YR3/1 N/N c NN OWH/S/KJS ST BGL11-A07 80-125 10YR4/1 N/N c N/N C/WH/S/K/S ST 481 BGL11-A08 0-25 10YR3/1 NN c NN N/N/NNN N BGL11-A08 25-60 10YR2.5/1 N/N c N/N VANH/H/XN BGL11-A08 MO 60-125 10YR2/1 N/N c NN F/WbVB/KN C SL 482 BGL12-A07 0-25 10YR2/1 NN c N/N N/NN/NN N BGL12-A07 25-60 10YR3/1 N/N CL NN F7WH/SX/S BGL12A07 60-125 MO 10YR4/1 NN CL NN C/W>YSWS ST 483 BGL12-A08 0-20 10YR3/1 N/N c NN F/WHAVK/N ST 0GL12-AO8 20-70 10YR2/1 N/N c NN F/WHN/KN ST BGL12-A08 70-105 10YR2/1 N/N c NN MAVH^KN C EX BGL12-A08 105-125 10YR4/1 N/N c NN MMH/B/KN.C ST 484 BGL13-A07 0-25 10YR2/1 N/N c NN NNNNN N BGL13A07 25-80 10YR3/1 N/N CL F/FM VF/WL'SAQS ST BGL13-A07 80-125 10 YR 3/2 N/N CL F/FM CAVYVBNN.S MO WWtril Io A**o<lation with KIFederal Democrat* Republic of Ethiopia Mini*try of Water Rijwrtti Feaiibifey Study and Drug Dea.gn of Bale Gaduta Irrigation Project Annex 4.1 : Dau bate for Auger Hole Deaerl; Soli Survey S 0 ID ' Code . . (cm) . .Colour . (mo)U.T Mottles" S(a/cdSI)^ •Texture'; <2mm Rock Fragment . MS -' Nodules (a/co/h'rVk) 485 BGL13-A08 0-25 10YR3/1 N/N C FUN N/N/N/N/N SL BGL13 AOS 25-80 10YR2/1 N/N C N/N M/WH/BWC.N ST EGL13-A03 80 125 10YR7/1 N/N SIC N/N M/WH/B/K/C ST 486 BGL13-A09 0-20 10YR3/1 N/N c N/N N/N/N/N/N N BGL13-A09 20-95 10YR2/1 N/N c N/N V/WH/H/K/N MO BGL13-A09 95-125 10 YR 3/2 N/N c F/FM F/WH/H/K/N ST 487 BGL14-A07 0-20 10YR3/1 N/N c M/MC N/N/N/N/N MO 488 BGL14-A08 0-25 10YR3/1 N/N c N/N N/WH/N/N/N MO BGL14-A08 25-70 10YR2 5/1 N/N c N/N C/WH/B/K/N.S M0 BGL14-A08 70-110 10YR2/1 N/N c N/N M/WH/B/K/N.S MW BGL14-AO0 110-125 10YR7/1 N/N N/N A/N/B/K/C ST 489 BGL14-A09 0-20 10YR2.S/1 N/N c N/N N/WH/N/N/N N BGL14-A09 20-85 10YR2/1 N/N c N/N C/WH/B/K/N.C MO BGL14-A09 85-125 10 YR 3/2 N/N c F/FM C/WH'BWN.C SL 490 BGL15-A07 0-25 10YR3/1 N/N M/FM N/N/N/N/N ST 491 BGL15-A08 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL15-A08 25-60 10 YR 3/2 N/N c FUN V/WH/H/K/N MO - BGL15-A08 60-125 10YR4/1 N/N c N/N' F/WH/H/K/N MO 492 BGL15-A09 0-30 10YR2/1 N/N c N/N N/N/N/N/N N BGL15-A09 30-75 10YR2/1 N/N c N/N M/WH/B/K/N.S ST BGL15-A09 75-125 10YR3/1 N/N c N/N M/WH/B/K/N.S ST 493 BGL16-A07 0-15 10YR2/1 N/N c C/MC N/N/N/N/N N 494 BGL16-A08 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL EGL16-A08 25-70 10YR2/2 N/N c N/N N/N/N/N/N MO BGL16-A08 70-125 10YR3/1 N/N c FUN N/N/N/N/N MO 495 BGL16-A09 0-25 10YR2/1 N/N c N/N N/N/N/N/N MO BGL16-A09 25-40 10YR3/1 N/N c N/N A/WH/B/K/N.S EX 0 0 0 0 BGL16-A09 40-125 10YR4/1 VF/GR c N/N F/WIVB/K/N.S ST 496 BGL15-A10 0-25 10YR2/1 N/N c N/N N/N/N/N/N N BGL16-A10 25-50 7.5YR2 5/1 N/N c N/N F/WH/H/K/N EX BGL16-A10 50-125 10YR3/1 VF/GR c N/N VF/WH/S/K/S EX 497 BGL17-A07 0-15 10YR2/1 N/N c C/MC N/N/N/N/N N 498 BGL17-A08 0-25 10YR2/2 N/N c N/N N/N/N/N/N N BGL17-A08 25-50 10 YR 3/2 N/N c VF/F N/N/N/N/N SL BGL17-AO8 50-60 10YR3/2 N/N c C/FC N/N/N/N/N SL 499 BGL17-A09 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N MO BGL17-A09 25-85 10YR2/1 N/N c N/N C/WH/B/K/N.S EX BGL17-A09 85-125 10YR2/1 N/N c F/FM F/WH/HA/K/N ST 500 BGL17-A10 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL17-A10 25-75 10YR2/1 N/N c F/FM F/WH/B/K/N.S EX BGL17-A10 75-125 7 5YR2.5/1 N/N c C/FC C/WH/B/K/N.S ST 501 BGL18-A08 0-25 10YR2/1 N/N c c/c N/N/N/N/N N 502 BGL18-A0S 0-25 10YR4/1 FUN c N'N N/N/N/N/N ST BGL18-A09 25-55 10YR2/2 FUN c N/N N/N/N/N/N ST BGL1&-A09 55-125 10YR2/1 N/N c N/N N/N/N/N/N ST 503 BGL18-A10 0-25 10YR3/2 N/N c FUN N/N/N/N/N ST BGL18-A10 25-75 10YR2/1 N/N c VF/FM F/WH/H/K/N EX BGL18-A10 75-125 10YR3/1 N/N c VF/FM C/WH/B/K/N.S EX 504 BGL18-A11 0-25 10YR2/1 N/N c N/N N/N/N/N/N MO BGL18-A11 25-50 10YR3/1 N/N c VF/FM F/WH/H/K/N EX BGL1&-A11 50-90 10YR3/1 N/N c F/FC C/WH/B/K/N.S EX 505 BGL19-A08 0-20 10 YR 3/1 FUN c N/N N/N/N/N/N MO BGL19-A08 20-60 10YR2/2 N/N c N/N N/N/N/N/N ST WWDSt In AMooMion with ICT r»» I** final U.K Uh I, MuOrHapon ■ n u h H iF»d<r»l Democratic RepuWk of EthJopU- Ministry of WtUr Re*oorw» Feulbilrty Study «nd DeUd Dnlgn of (UW OoduU Irrigation Project Bale Gadula irrigation Project Morophological Characters tics of Auger Hole ssW ws ■j*.Texture I*' • Fragment'- ■■ <2mm • . .1 (i’caWV); 506 BGL19-A09 0-20 10YR3/1 NN C NN NNNNN MO BGL19-A09 20-50 10YR2/2 NN c NN NNNNN ST 507 BGL19-A10 0-25 10YR2/2 NN c NN NNNNN MO BGL19-A10 25-40 10YR2/1 W c NN NNNNN ST BGL19-A10 40-125 10YR3/1 N/N c FC/F CAVHB/K/N.S EX 508 BGL19-A11 0-25 10YR3/1 NN c NN NNNNN N BGL19-A11 25-00 10YR2/1 VF/GR c NN NNNNN MO BGL19-A11 80-125 10YR2/1 F/GR c NN F/WH/HAC’N ST 509 BGL20-A09 0-20 10YR4/3 N/N SIC NN NNNNN MO BGL20-A09 20-45 10 YR 3/2 NN c NN NNNNN MO 510 BGL20-A10 0-20 10YR3/1 NN SIC NN NNNNN ST BGL20-A10 20-70 10YR2/1 N/N SIC NN F/WH/S/K/S EX BGL20-A10 70-125 10YR3/3 NN SIC NN F/WNB0CNS ES 511 BGL20-A11 0-20 10YR3/1 NN SIC NN NNNNN MO BGL20-A11 20-70 10YR2/1 NN c NN -MWS'VS ST BGL2O-A11 70-125 10YR4/1 NN SIC NN CMHSVS EX 512 BGL20-A12 0-20 10YR3/2 NN SIC NN NNNNN St BGL20-A12 20-50 10YR2/2 NN c NN f/wh/s/k/c ST BGL20-A12 50-125 10YR2/1 NN c NN F/WHfS/WC ST 513 BGL21-A9 0-15 10YR3/1 NN CL NN NNNNN MO 514 BGL21-A10 0-20 10YR3/1 NN SIC NN NNNNN ST BGL21-A10 20-70 10YR2/1 NN c NN NNNNN EX BGL21-A10 70-125 10 YR 3/2 NN c NN V/WNS/K/S EX 515 BGL21-A11 0-20 10YR3/1 NN SIC NN NNNNN ST BGL21-A11 20-80 10YR2/1 NN c NN VAVH/S.KN S EX BGL21-A11 80-125 10YR3/2 NN c NN CAVNSOCNS EX 516 BGL21-A12 0-25 10YR2/1 NN SIC NN F/WH'Sr'KC ST BGL21-A12 25-80 10YR3/1 NN c NN F/WH/S/K/C ST BGL21-A12 80 125 10YR4/1 NN c NN M/WNSNC ST 517 BGL22-A06 0-30 10YR3/1 N/N c c/c F/WNB/KC.N MO 8518 d3GL22<A09 />®s • - ■ KN *^■**7.- * -- --- --- 519 BGL22-A10 0-20 10YR3/1 NN SIC NN NNNNN MO BGL22-A10 20-60 10YR2/1 NN c NN F/WHNX/N EX BGL22-A10 60-125 10YR3/3 NN c NN F/WNH^TN EX 520 BGL22-A11 0-20 10YR3/1 NN SIC NN NNNNN MO BGL22-A11 20-70 10YR271 NN c NN FMH/SNS ST BGL22-A11 70-125 10YR2/2 NN c NN F/WH/S/K/N EX 521 BGL22-A12 0-20 10 YR 3/2 NN SIC NN NNNNN St BGL22-A12 20-85 10YR3/1 NN c NN F/WNS.'K'C ST BGL22-A12 85-125 10YR4/1 NN c NN C/WH/SN/C 522 ST BGL22-A13 0-20 10 YR 3/2 NN SIC NN NNNNN BGL22-A13 20-50 St 10YR2/2 NN c NN FZRE/S/S/K BGL22-A13 50-125 ST 10YR2/1 N/N c NN F/RE/S/S.X 523 524 BGL22-A06 0 20 ST 10YR3/2 NN c NN NNNNN BGL22-A07 0-10 N 10YR3/1 NN CL IWC C/WHHX/N r;525'. BGL23-A09 ~7 ST n/nSV -NN 526 BGL23-A10 0-30 l|-.\7 : t■ ’ Jf 10 YR 3/1 NN SIC NN NNNNN IB WWVM » Ai*e<UUen w»<h <O »M’ nFederal Democratic Republic of Ethiopia- Ministry of Waler Resources Feasibility Study and Detail De»l n B Of Bale Oadula Irrigation Project Annes 4.1 : Dau base for Aujar Hole Deacrlj SoH Survey S Bale Gadula Irrigation Project Morophologlcal Characterstlcs of Auger Holo • 'io •V > Code.?- . \ . Depth . ?. ' •• - . Colour (mo)Ul Mottles ’ZfaZcoSljy. ’ Texture ■ - •<' t RHk ... . - - •{Fragment . ■ ■■ — (a/co/h/n kj • 527 BGL23-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ^80 ST BGL23-A11 20-70 10YR3/2 N/N c N/N V/WH/S/K/S EX BGL23-A11 70-125 10YR2/2 N/N c N/N V/WH/H/K/N EX 528 BGL23-A12 0-20 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL23-A12 20-90 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL23-A12 90-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 529 BGL23A13 0-25 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL23-A13 25-80 10YR2/1 N/N c N/N F/WH/H'K/S ST BGL23-A13 80-125 10YR4/1 N/N c N/N C/WH/H/K/S ST 530 BGL23-A14 0-30 10YR2/1 N/N c N/N N/N/N/N/N EX BGL23-A14 30-60 10YR2/1 N/N c N/N N/N/N/N/N EX BGL23-A14 60-100 10 YR 2/2 N/N c N/N V/WH/B/K/N.C EX 531 BGL24-A06 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL24-A06 25-70 10 YR 3/2 N/N c N/N V/WH/B/K/C EX BGL24-A06 70-125 10YR2/2 N/N c N/N N/N/N/N/N EX 532 BGL24-A07 0-25 10YR3/2 N/N c N/N N/N/N/N/N EX BGL24-A07 25-75 10YR3/1 N/N c N/N N/N/N/N/N EX BGL24-A07 75-125 10YR2/2 N/N SIC V/C N/N/N/N/N EX 533 BGL24-A08 0-20 10YR3/1 N/N c N/N N/N/N/N/N N BGL24-A08 20-65 1DYR2/2 N/N c N/N V/WH/B/K/C ST BGL24-A08 65-125 10YR2/1 N/N c N/N N/N/N/N/N MO 534 BGL24-A09 0-20 10YR3/3 N/N CL N/N N/N/N/N/N ST BGL24-AO9 20-80 10YR6/1 N/N SCL N/N N/N/N/N/N ST 0 0 n n ■ 535 BGL24-A10 0-10 10YR3/1 N/N c N/N N/N/N/N/N SL 536 BGL24-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N EX BGL24-A11 20-70 10YR3/3 N/N SIC N/N F/WH/S/K/S EX BGL24-A11 70-125 10YR2/1 N/N N N/N V/WH/H/K/N EX 537 BGL24-A12 0-20 10 YR 3/2 N/N SIC N/N N/N/N/N/N SL BGL24-A12 20-85 10YR3/1 N/N c N/N F/WH.'S/K/S ST BGL24-A12 85-125 10YR2/2 N/N c N/N F/WH/S/K/S ST 538 BGL24-A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL24-A13 20-95 10YR2/2 N/N C N/N M/WH/H/K/S ST BGL24-A13 95-125 10YR4/1 N/N C N/N M/WH/H/K/S ST 539 BGL24-A14 0-25 10YR3/1 N/N C N/N V/WH/B/K/N.C EX BGL24-A14 25-80 10 YR 2/2 N/N c N/N F/WH/B/K/N.C EX BGL24-A14 80 125 10 YR 4/3 N/N C N/N A/WH/E/K/N.C EX 540 0GL24-A15 0-30 10YR2/1 N/N C N/N V/WH/S/K/C EX BGL24-A15 30-75 10YR2/1 N/N c N/N F/WH/S/K/C EX BGL24-A15 75-125 10YR2/2 N/N c N/N C/WH/S/K/C EX 541 BGL25-A07 0-30 10YR3/2 N/N c N/N N/N/N/N/N EX BGL25-A07 30-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL25-A07 80-125 10YR2/2 N/N c N/N N/N/N/N/N EX 542 BGL25-A08 0-20 10YR3/2 N/N SIC N/N N/N/N/N/N EX BGL25-A06 20-70 10YR3/1 N/N c N/N N/N/N/N/N EX BGL25-A08 70-125 10YR2/2 N/N c N/N N/N/N/N/N EX 543 BGL25-A09 0-20 10YR4/1 N/N CL F/MC N/N/N/N/N EX 544 BGL25-A10 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO 545 BGL25-A11 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL25-A11 25-80 10YR3/1 N/N c N/N VF/WH/0/K/N.S ST BGL25-A11 80 125 10YR2/1 N/N c N/N F/WH/S/K/S ST 546 BGL25-A12 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N SL BGL25-A12 25-60 10YR3/1 N/N c N/N F/WH/S/K/C ST BGL25-A12 60-125 10YR3/2 N/N c N/N F/WH/S/K/C ST 547 BGL25-A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL25-A13 20-70 10YR2/2 N/N c N/N F/WH.BL/H/K/S.N' ST BGL25-A13 70-125 10YR2/1 N/N | C I N/N F/WH BL/H/K/S.N ST H u w WWO5I In Aiwxietlon wtlh ICT Final /tauWIKy UoUy RapurtFederal DamocraUe Republic ol Ethiopia - Ministry of V/ater Resources Foatlbltlly Study end DeUli Design of Bale Gadula Irrigation Projoct Annex 4.1 ; Data base for Aug Bale Gadula Irrigation Project Morophological Characterstics of Auger Holo ^l'.Codeif.4 't, 'jDcpihj’-;/.* Ji\r-0(crh)S<’r > ColoufjMB 7^U(mo)U/cS§ |gj . Texture - .*4<2mmr£ ‘Rock', MFragmentll -T Ca 548 BGL25-A14 0-20 10YR2/1 N/N C N/N N/N/N/N/N ST BGL25-A14 20-65 10YR2/1 N/N C N/N V/WH/B/K/C.N EX BGL25-A14 65-125 10YR2/2 N/N C N/N WWH/S/K/C EX 549 BGL25-A15 0-30 10YR2/1 N/N C N/N N/N/N/N/N EX BGL25-A15 30-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL25-A15 80 125 10YR2/2 N/N c N/N V/WH/H/K/N EX 550 BGL26-A07 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL26-A07 30-60 10YR2/2 N/N c N/N N/N/N/N/N EX BGL26 A07 60-90 10YR3/1 N/N c N/N C/WH/S/K/S EX 0GL26-AO7 90-125 10 YR 3/2 N/N SIC N/N C/WH/B/K/S.C EX 551 BGL26-A08 0-25 10YR4/2 N/N CL N/N N/N/N/N/N ST BGL26-A08 25-75 10YR3/2 N/N c N/N v/wh/b/k/c EX BGL26-A08 75-125 10YR3/1 N/N c N/N F/WH/B/K/C EX 552 BGL26-A09 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL26-A09 30-70 10YR2/1 N/N c N/N V/BLAVMn/N EX BGL26-A09 70-125 10YR2/2 N/N c N/N M/N/N/N/N EX 553 BGL26-A10 0-25 10YR3/1 N/N SIC N/N VF/WH/S/K/S MO BGL26-A10 25-75 10YR2/1 N/N C N/N N/N/N/N/N MO BGL26-A10 75-125 10YR2/1 N/N C N/N VF/WH/S/K/S ST 554 BGL26-A11 0-25 10YR3/1 N/N SIC N/N N/N/N/NJN MO BGL2O-A11 25-75 10YR2/1 N/N C N/N VF/WH/SiX/S ST BGL2S-A11 75-125 10YR3/1 N/N c N/N C/WH/S/K/S ST 555 BGL26-A12 0-20 10YR3/1 N/N SIC N/N N^VN/N/N ST BGL26-A12 20-60 10YR3/2 N/N c N/N N/N/N/N/N EX BGL26-A12 60-125 10YR2/1 N/N c N/N V/WH/SAUS EX 556 BGL26-A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N EX BGL26-A13 20-60 10YR3/2 N/N c N/N F/WHAW/N EX 0GL26-A13 60-125 10YR2/1 N/N c N/N F/WH/HAVN EX 557 BGL26-A14 0-30 10YR3/1 N/N c N/N N/NA4AVN EX BGL26-A14 30-75 10YR2/1 N/N c N/N F/WH/a/K/C.N EX ■1 M M h In p BGL26-A14 75-125 10YR2/2 N/N c N/N F/WH/B/K/C.N EX 558 BGL26-A15 0-25 10YR2/1 N/N c N/N N/N/N/N/N EX BGL26-A15 25-70 10YR2/1 N/N c N/N V/WHA4/K/N EX BGL26-A15 70-125 10YR3/1 N/N c N/N MAJAVNAJ EX 559 BGL26-A16 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL26-A16 25-40 10YR2/1 N/N c N/N C/W/SA</S VST 560 BGL27-A07 0-20 10YR3/2 N/N c N/N N/N/N/N/N EX BGL27-A07 20-80 10YR3/1 N/N c N/N F/WH’S/K/S EX BGL27-A07 80-125 10YR2/2 N/N c N/N C/WH/BAC/S.N EX 561 BGL27-A08 BGL27-A08 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX 30-80 10YR3/2 N/N c N/N V/BLAVMrVN EX BGL27-A08 80-125 10YR2/2 N/N c N/N N/N/N/N/N EX 562 BGL27-A09 0-25 10YR3/1 N/N c N/N N/NA4/N/N EX BGL27-A09 25-75 10YR2/1 N/N c N/N NA47NALN EX BGL27-A09 75-125 10YR2/2 N/N c N/N F/WH^AVC.N EX 563 BGL27-A10 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL27-A10 25-60 10YR2/1 N/N c N/N VF/WH/SA</S MO BGL27-A10 80-125 10YR3/1 N/N c N/N F/WH/S/KfS ST 564 BGL27-A11 0-25 10YR3/1 N/N SIC N/N VF/WH/S/K/S ST BGL27-A11 25-80 10YR2/1 N/N c N/N VF/WH/S/K/S MO BGL27-A11 80- 10YR2/1 N/N c N/N N/N/N/NA4 MO 565 BGL27-A12 0-20 10YR3/1 N/N SIC N/N V/WH/HAVN ST BGL27-A12 20-70 10YR3/1 N/N c N/N V/WH^K/S EX BGL27-A12 70-125 10YR3/2 N/N c N/N V/WHAVK/N EX 566 BGL27A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL27-A13 20-50 10YR3/2 N/N c N/N V/WH/SA</S EX BGL27-A13 50-125 10YR2/1 N/N c N/N V/WH/S/K/S EX 567 0GL27-A14 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL27-A14 25-50 10YR3/1 N/N c N/N N/N/N/NAY EX BGL27-A14 50-85 10YR2/1 N/N c N/N VAA/HA4AVN EX BGL27-A14 85-125 10YR2/2 N/N c N/N F/Wh/H/K/N EX 568 BGL27-A15 0-30 10YR2/1 N/N c N/N N/N/N/N/N EX BGL27-A15 30-75 10YR2/2 N/N c N/N F/WH/B/K/C.N EX BGL27-A1S 75-125 10YR2/1 N/N C N/N M.WH0/K/C N EX WWOSC In auedellon wrth ICT »inel feeUbd ty $xudy ReportFederal Democratic Republic of Ethiopia - Mlnlatry of Water Reaources Foaalblllty Study end Detail Design of Bale Gadula Irrigation Project m f® Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole Depth ' • -7 (cni)? •i$iColour> .Mottle's’• Fragment',2 ' • 'u'a ■ I- • Nodules®- ctr; _',i, ’• Code ‘ .(molU/L-- , (a/cosi)® (a/co/h/n/k) gfg 569 BGL27-A16 0-25 10YR3/1 N/N SIC N/N NAAAA MO BGL27-A16 25-75 10YR2/1 NA c N/N F/WH/S/K/S ST BGL27-A16 75-125 10YR2/1 N/N c N/N F/WH/K/K/S VST 570 BGL27-A19 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL27-A19 25-70 10YR2/1 N/N c V/FM V/WH/S/K/S ST 3'571 ' ^BGt27-A20 1'' .. 572 BGL27-A21 0-20 10YR3/1 N/N FC F/MC C/WH/H/KA ST BGL27-A21 20-75 10YR2/1 NA C N/N C/WH/H/K/N EX BGL27-A21 75-125 10YR2/2 N/N C N/N M/Wti/B/K/N.C EX 573 BGL28-A08 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL28-A08 30-75 10YR4/2 N/N c N/N F/WH/S/K/C EX BGL28-A08 75-125 10YR3/2 N/N c N/N M/WH/S/K/C EX 574 BGL28-A09 0-30 10YR2/2 N/N c N/N N/N/N/N/N MO BGL28-A09 30-70 10 YR 3/2 NA c N/N F/WH/S/K/C ST BGL2B-A09 70-125 10YR3/1 N/N c N/N N/N/N/N/N EX 575 BGL28-A10 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL28-A10 25-75 10YR2/1 N/N c N/N N/N/N/N/N SL BGL28-A10 75-125 10YR2/1 N/N c ' N/N F/WH/B/KA.S MO 576 BGL28-A11 0-25 10YR3/1 N/N SIC N/N VE/WH/S/K/S MO BGL28-A11 25-75 10YR2/1 N/N C N/N NA/NAA ST BGL28-A11 75-125 10YR2/1 N/N c v/c F/WH/H/K/N ST 577 BGL28-A12 0-20 10YR3/1 NA SIC N/N N/N/N/NA ST BGL28-A12 20-50 10YR2/1 N/N c N/N N/N/N/NA ST fg ii n n ii D BGL28-A12 50-125 10YR2/1 N/N c N/N V/BL/H/Mn/N EX 578 BGL28-A13 0-20 10YR3/1 N/N SIC NA N/N/N/N/N MO BGL28-A13 20-75 10YR2/1 N/N c N/N V/WH/S/K/S MO BGL28-A13 75-125 10 YR 3/2 N/N c N/N V/WH/H/K/N ST 579 BGL28-A14 0-20 10YR2/1 N/N c N/N N/N/N/N/N EX BGL28-A14 20-50 10YR2/1 N/N c N/N N/N/N/N/N ST BGL28-A14 50-85 10 YR 3/2 N/N c N/N NAAAA ST 8GL28-A14 85-125 10YR3/1 N/N c N/N NAA/N/N ST 580 8GL28-A15 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL28-A15 20-50 10YR3/1 N/N c N/N N/N/N/N/N ST BGL28-A15 50-125 10YR2/1 N/N c N/N NAA/N/N ST 581 BGL28-A16 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N MO BGL2B-A16 25-60 10YR2/1 N/N C N/N F/WH/S/K/S MO 582 BGL28-A17 0-20 10YR2/1 N/N SIC N/N N/N/N/NA SL BGL28-A17 20-85 10 YR 3/2 N/N c N/N F/WH/H/K/C ST BGL28-A17 85-125 10YR2/2 N/N c N/N C/WH/H/K/C ST 583 BGL25-A18 0-15 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL28-A18 15-90 10 YR 3/2 N/N C NA C/WH/H/K/C ST BGL28-A18 90-125 10YR2/1 N/N C N/N C/WH/H/K/C ST 584 BGL28-A19 0-25 10YR3/1 NA SIC NA NA/NAA N BGL28-A19 25-70 10YR2/1 N/N c N/N NAAAA SL BGL28-A19 70-125 10YR2/2 NA c V/FM V/WH/S/K/S ST 585 BGL28 A20 0-25 10YR3/1 N/N c V/FM NA/NAA SL BGL28-A20 25-75 10YR2/1 N/N c NA N/N/N/N/N MO BGL28-A20 75-125 7.5YR2.5/1 N/N c NA V/WH/S/K/S ST 586 BGL28-A21 0-25 10YR3/1 N/N c N/N V/WH/H/K/N SL BGL28-A21 25-85 10YR2/1 N/N c N/N F/WH/H/KA ST BGL28-A21 85-125 10 YR 2/2 N/N c N/N C/WH/B/K/C.N EX 587 BGL28-A22 0-25 10YR3/1 N/N c N/N C/WH/H/K/N ST BGL28A22 25-70 10YR3/1 N/N c N/N C/WH/H/KA EX BGL26-A22 70-125 10YR2/1 N/N c V/FM M/WH/B/KA.C EX 588 BGL28-A23 0-20 10YR2/2 N/N SIC N/N N/N/N/N/N ST BGL28-A23 20-80 10YR2/2 N/N c N/N N/N/N/N/N SL BGL28-A23 80-125 10YR2/1 N/N c N/N N/N/N/N/N ST 589 BGL28-A24 0-15 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL28-A24 [ 15-50 10YR2/1 N/N C C/FM N/N/N/N/N SL 11 11 h u h h P>St 21 final feasibility XeportFetJenl Deaiocnlk Republic of Ethiopia- Ministry of Water Reaourtee Feasibility Study and Detail Dealgn of Bale Gaduta Irrigation Project Annea 4.1 : Data base for Atrg Balo Gadula Irrigation Project Morophological Charactorstics of Auger Hole s f^Code Depth' '..’/•. (cm)? c - Colour. ' ■ K'tfnoJU/LfJ ^.Mottles-; - (a/coSl)--; -^Texture ■■ ..•^Roc k‘Z< SXragmenfljj - -(a/si) ■ V ^'.-CaCo3i^. 590 BGL28-A43 0-25 10 YR 3/2 N/N C F/FM V/WH/H/K/N SL BGL28-A43 25-70 10YR3/1 N/N C C/FM F/WH/H/K/N SL 591 BGL29-A09 0-30 10YR3/1 N/N c N/N N/N/N/N/N MO BGL29-A09 30-70 10YR3/2 N/N c N/N C/WH/B/K/N.C ST BGL29-A09 70-125 10YR2/2 N/N c N/N V/WH/S/K/C EX 592 BGL29-A10 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N MO BGL29-A1O 25-70 7.5YR2.5/1 N/N c N/N VF/WH/SWS MO BGL29-A10 70-125 10YR2/1 N/N c N/N F/WH^WS ST 593 BGL29-A11 0-25 10YR3/1 N/N SIC N/N VF/WH/S/K/S ST 9GL29-A11 25-80 10YR2/1 N/N C N/N F/WH/S/K/S MO BGL29-A11 80-125 10YR3/1 N/N c N/N QVMSWS ST 594 BGL29-A12 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL29-A12 20-70 10YR2/1 N/N c N/N F/WH/S/K/S EX BGL29-A12 70-125 10YR2/2 N/N c N/N v/wh/s/k/s EX 595 BGL29-A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL29-A13 20-70 10YR2/1 N/N c N/N N/N/N/N/N ST BGL29-A13 70-125 10YR2/1 N/N c N/N F/WH/S/K/S EX 596 8GL29-A14 0-25 10YR2/2 N/N c N/N N/N/N/N/N ST BGL29-A14 25-90 10YR2/1 N/N c N/N N/N/N/N/N ST BGL29-A14 90-125 10YR3/2 N/N c N/N N/N/N/N/N ST 597 BGL29-A15 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL29-A15 25-85 10YR3/2 N/N c N/N N/N/N/N/N ST BGL29-A15 85-125 10YR3/1 N/N c N/N N/N/N/N/N ST 598 BGL29-A16 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL29-A16 25-70 10YR2/T N/N c N/N F/WH/S/K/S VST BGL29-A16 70-125 10YR2.5/1 N/N c N/N r/WH/B/K/N.S ST 599 BGL29A17 0-15 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL29-A17 15-70 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL29-A17 70-125 10YR2/1 N/N c N/N C/WH/S/K/C ST 600 BGL29-A18 0-20 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL29-A18 20-50 10YR2/2 N/N c N/N F/WH/H/K/C ST BGL29-A18 50-125 10YR2/1 N/N c N/N C/WH/H/K/C ST 601 BGL29-A19 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N N BGL29-A19 25-75 10YR2/1 N/N c N/N N/N/N/N/N ST BGL29-A19 75-125 7 5YR2.5/1 N/N c Y/F N/N/N/N/N ST 602 BGL29A20 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO 8GL29-A20 20-70 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL29-A20 70-125 10YR2/1 N/N c N/N F/WH/HTK/N EX 603 □GL29-A21 0-30 10YR3/1 N/N c N/N C/WH/H/K/N EX BGL29-A21 30-75 10YR2/1 N/N c N/N M/WH/H/K/N C EX BGL29-A21 75-125 10YR4/1 N/N c N/N V,A/9LAWi. B/Mn. K/N.C EX 604 BGL29-A22 0-20 10YR3/1 N/N c N/N F/WH/H/K/N ST BGL29-A22 20-70 10YR2/1 N/N c N/N C/WH/B/K/N C EX BGL29-A22 70-125 10YR2/2 N/N c N/N WWH/B/K/N.C EX 605 BGL29-A23 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL29-A23 20-80 10YR2/2 N/N c N/N F/WWS/XC ST BGL29A23 80-125 10YR2/1 N/N c N/N N/N/N/N/N SL 606 BGL29-A24 0-20 10YR2/2 N/N SIC N/N N/N/N/N/N ST BGL29-A24 20-90 10YR2/2 N/N c N/N N/N/N/N/N ST BGL29-A24 90-125 10YR2/1 N/N c N/N N/N/N/N/N ST 607 BGL29-A25 0-25 10YR3/1 N/N c F/FM F/WH/H/K/N MO BGL29-A25 25-75 10YR2/1 N/N c F/F C/WH/H/K/N ST BGL29-A25 75-125 10YR2/1 N/N c VF/FM F/WH/B/K/N S EX 608 BGL29-A43 0-25 10YR3/2 N/N c N/N N/N/N/N/N N BGL29-A43 25-85 10YR3/1 N/N c N/N N/N/N/N/N SL BGL29-A43 85-125 10YR2/2 N/N c V/F N/N/N/N/N MO 609 BGL30 A12 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N EX BGL30-A12 20-70 10YR3Z2 N/N c N/N N/N/N/N/N EX BGL30-A12 70-125 10YR2/1 N/N c N/N V/WH/H/K/N EX 610 DGL30-A13 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL30-A13 20-60 10 YR 3/3 N/N c N/N CAMWN.S EX BGL30A13 60-125 10YR3/2 N/N c N/N FAWI/H/K/N EX WWO&t In *»MMlallon With ICT Final feawWWtv ReportF.dtfil (Xmotntk Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Date Qadule Irrigation Project Annex 4 1 : Data base for Auger Hole Oescrif Balo Gadula Irrigation Project Morophologtcal Characterstics of Auger Hole Code. Colour. >(moju/L& ■■ Mottles £(a/cosife Texture; <2mmS. . ■ Rock':.; ‘*,F.ragmen?^ - (a/si) Noduks (aco.lsn/H ’ •’i'CaCo3..< , 611 BGL3O-A14 0-20 10YR2/1 N/N C N/N N/N/N/N/N ST IBGL30-A14 20-90 10YR2/1 N/N C N/N N/N/N/N/N EX BGL30-A14 90-125 10 YR 3/2 N/N c N/N N/N/N/N/N EX 612 BGL3O-A15 0-25 10YR2/1 N/N c N/N N/N/N/N/N EX BGL3O-A15 25-75 10YR3/1 N/N c N/N N/N/N/N/N EX BGL30-A15 75-85 10YR3/2 N/N c N/N N/N/N/N/N ST 613 BGL30-A16 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL30-A16 25-50 10YR2/1 N/N c N/N VF/WH/S/KUS ST 614 BGL30-A17 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N MO BGL30-A17 25-70 10YR2/1 N/N c N/N N/N/N/N/N ST BGL3O-A17 70-125 10YR2 5/1 N/N c N/N VF/WH/S/K/S ST 615 BGL30-A18 0-20 10YR2/2 N/N SIC N/N N/N/N/N/N ST BGL30-A18 20-60 10YR2/2 N/N c N/N N/N/N/N/N ST BGL30-A18 60-125 10YR2/1 N/N c N/N N/N/N/N/N ST 616 BGL30-A19 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL30-A19 25-60 10YR2/1 N/N c N/N N/N/N/N/N ST BGL30-A19 60-125 10YR3/1 N/N c N/N N/N/N/N/N ST 617 BGL30-A20 0-20 10YR2/1 N/N SIC N/N N/N/N/N/N ST 0 11 0 0 II BGL30-A20 20-70 10YR2/1 N/N c N/N V/WH/S/K/S EX BGL30-A20 70-125 10YR2/1 N/N c N/N V/WH/B/K/N.S EX 618 BGL30-A21 0-30 10YR4/1 N/N c N/N V/WH/H/K/N EX BGL30-A21 30-75 10YR3/1 N/N c N/N F/WH/H/WN.C EX BGL30-A21 75-125 10YR2/1 N/N c N/N C/WH/B/K/C EX 619 BGL30-A22 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL30-A22 25-85 10YR2/1 N/N c N/N F/WH/H/K/N EX BGL30-A22 85-125 10 YR 3/2 N/N c N/N V/WH/H/K/N ST 620 BGL30 A23 0-2C 10 YR 3/2 N/N c N/N F/WH/S/K/C ST BGL30 A23 20-90 10YR3/1 N/N c N/N F/WH BL/SK/K/C ST BGL3O-A23 90 125 10YR2/2 N/N’ c N/N C/WH/S/K/C ST 621 BGL30-A24 0-20 10YR2/2 N/N c N/N N/N/N/N/N ST BGL30A24 20-50 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL30-A24 50-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 622 BGL3O-A25 0-25 10YR3/1 N/N SIC N/N F/WH/B/K/N.S MO BGL30-A25 25-70 10YR2/1 N/N c VF/FM F/WH/S/K/S MO BGL30-A25 70-125 7.5YR2.5/1 N/N c F/FM VF/WH/H/K/S ST 623 BGL30-A26 0-20 10YR3/1 N/N c N/N N/N/N/N/N N BGL30-A26 20-65 10YR2/1 N/N c N/N N/N/N/N/N N 624 BGL30-A44 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL30-A44 25-75 10YR3/1 N/N c N/N N/N/N/N/N ST BGL30-A44 75-125 10 YR 2/2 N/N c N/N N/N/N/N/N EX 625 BGL31-A13 0-20 10YR2/1 N/N c N/N N/N/N/N/N ST BGL31-A13 20-50 10YR2/2 N/N c N/N N/N/N/N/N ST BGL31-A13 50-85 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL31-A13 85-125 10YR3/1 N/N c N/N N/N/N/N/N ST 626 BGL31-A14 0 30 10YR2/1 N/N c N/N N/N/N/N/N ST BGL31-A14 30-85 10YR3/1 N/N c N/N M/WH/S/K/C EX BGL31-A14 85-125 10YR3/2 N/N c N/N M/N/N/N/N ST 627 BGL31-A15 0-30 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL31-A15 30-80 10YR2/1 N/N c N/N N/N/N/N/N EX BGL31-A15 80-125 10YR2/2 N/N c N/N N/N/N/N/N EX 628 BGL31-A16 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL31-A16 25-70 10 YR 2/1 N/N c N/N VF/WH/S/K/S ST BGL31-A16 70-125 10YR2/1 N/N c N/N N/N/N/N/N ST 629 BGL31-A17 0-25 10YR3/1 N/N SIC N/N VF/WH/H/K/N MO BGL31-A17 25-80 10YR2/1 N/N c N/N N/N/N/N/N MO BGL31-A17 80-125 10YR2/1 N/N c N/N N/N/N/N/N ST 630 BGL31-A18 0-15 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL31-A18 15-45 10YR2/1 N/N c N/N F/WH/H/K/C ST 631 BGL31-A19 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL31-A19 25-50 10YR2/1 N/N c N/N F/WH/S/S/S ST BGL31-A19 50-125 10 YR 312 N/N c V/FM N/N/N/N/N ST 11 H II WWtJM In Auodadon «nth ICT JO Final f raUbftty Study MaportFederal Democrat* Republic ot Ethiopia- Ministry of Waler Reiourcei Feailblllty Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Data base for Auger Mote DewlP Sod Survey Si Balo Gadula Irrigation Project Moropholoqical Charactcrstics of Auger Hole ■^ 311 /.-■ Depth-/; ; • ? Code ’ '■ w -' (mo)U;L -M o ttJ cs < • * /(a/coSlfa Ck* J A' UlesT-t- (afc o/h/ri/X) 83S l CaCo3 BGL31-A20 0-20 10YR3/1 N/N SIC N/N N/N/MH’N ST BGL31-A20 20-75 10YR2/1 N/N c N/N N/N/N/N/N EX 633 BGL31-A21 0-20 10 YR 3/1 N/N c N/N V/WH/H/K/N ST BGL31-A21 20-80 10YR2/1 N/N c N/N V/WH/H/K/N.C EX BGL31-A21 80-125 10YR3/2 N/N c N/N M/WH/B/K'C EX 634 BGL31-A22 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL31-A22 30-85 10YR2/1 N/N c N/N V/WH/HWiN ST BGL31-A22 85-125 10YR3/2 N/N c F/F N/N/N/N/N ST 635 BGL31-A23 0-15 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL31-A23 15 70 10 YR 2/2 N/N c N/N F/WH/S/K/C ST BGL31-A23 70-125 10YR2/1 N/N c N/N OWWSflCC ST 636 BGL31-A24 0-15 10YR2/1 N/N c N/N N/N/N/N/N ST BGL31-A24 15-75 10 YR 2/2 N/N c N/N F/WH/S/K/C ST BGL31-A24 75-125 10YR2/1 N/N c N/N C/WH/S/K/C ST 637 BGL31-A25 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL31-A25 25-75 10YR2/1 N/N c N/N VF/WH/B/S/N.S MO BGL31-A25 75-125 10YR2/1 N/N c N/N F/WH/S/K/S ST 63B ‘ BGL31-A26 0-20 10YR4/1 N/N c N/N N/N/N/N/N N BGL31-A26 20-70 10YR3/1 N/N c N/N F/WH/H/K/N SL BGL31-A26 70-125 10YR2/2 N/N c N/N C/WH/H/K/N MO 639 BGL31-A44 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL31-A44 25-75 10YR3/2 N/N c N/N .^N/N/N/N ST BGL31-A44 75-125 10YR2/2 N/N c N/N N/N/N/N/N EX 640 BGL32-A16 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL32-A16 25-75 10YR2/1 N/N c N/N F/WWHWN MO BGL32-A16 75-125 7.5YR2.S/1 N/N c N/N VF/WH/S/K/S ST 641 BGL32-A17 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N ST BGL32-A17 25-65 10YR2/1 N/N c N/N F/WH/S/K/S ST BGL32-A17 65-125 7.5YR2.5/1 N/N c N/N VF/WH/S/K/S VS 642 BGL32-A18 0-15 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL32-A18 15-70 10YR3/1 N/N c N/N F/WH'H/K/C ST BGL32-A18 70-125 10YR2/1 N/N c N/N F/WH/H/KjC ST 643 BGL32-A19 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N MO BGL32-A19 25-90 10YR2/1 M/RB c N/N — • N/N/N/N/N MO BGL32-A19 90-125 10 YR 3/1 M/YB c N/N N/N/N/N/N ST 644 BGL32-A20 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL32 A20 20-60 10YR2/1 N/N c N/N V/WH/S/K'S EX BGL32-A20 60-90 10YR2/1 N/N c N/N F/WH/B/K/N S EX BGL32-A20 90-125 10YR3/2 N/N c N/N F/WH/S/K/S EX 645 BGL32-A21 0-25 10YR2/1 N/N c N/N V/WH/N/K/NC EX BGL32-A21 25-60 10YR3/2 N/N c N/N F/WH/B/K/N.C EX BGL32-A21 60-80 10YR2/2 N/N c N/N VF/WH.BLHB/Mn.K/N.C EX BGL32-A21 80 125 10YR3/3 N/N c N/N C/WH/S/K/C.S EX 646 BGL32-A22 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL32-A22 25-80 10YR3/2 N/N c N/N F/WH/H/K/N ST BGL32-A22 80-125 10YR2/2 N/N c N/N 647 BGL32-A23 0-30 10YR2/2 N/N c VMMMN EX N/N N/N/N/N/N ST BGL32-A23 30-90 10YR2/1 N/N c N/N F/WH/B/K/N.C EX BGL32-A23 90-125 1OYR3/2 N/N c N/N F/WH/S/K/C 648 EX BGL32-A24 0-25 10YR2/1 N/N SIC N/N VF/WH/H/K/K BGL32-A24 SL 25-70 7 5YR2 5/1 N/N c MF/FM F/WH/B/K/N S BGL32-A24 70-125 MO 10YR2/1 N/N c N/N CMWK'S 649 EX BGL32-A25 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL32-A25 25-60 10YR2/1 N/N c N/N VF/WWSAVS MO BGL32-A25 60-100 10YR2/1 N/N c N/N VF/WH/SAVS 650 MO BGL32-A26 0-25 10YR3/1 N/N c N/N N/N/NN/N N BGL32-A26 25-75 10YR2/1 N/N c N/N F/N/H'K/N MO BGL32-A26 75-125 10YR2/1 N/N c N/N C/N/B/K/C.N MO 651 BGL32-A27 0-25 10YR2/1 N/N SIC N/N N/N/N/NAM 652 BGL32-A44 0-20 SL 10YR3/1 N/N c N/N N/N/N/N/N ST BGL32-A44 20-70 10YR3/2 N/N CL F/F N/N/N/N/N ST BGL32-A44 70-90 10YR2/1 N/N C C/F F/WHAHAON ST WWUM In KnooaUon with ICT t»a<e3) ruut r * iMbn^r S»«*t MeertFeUefwl Deroocro-ac Pepvbbc of EtMopla- Mjnntry of Water Rnourt FeaaibOcv Stvtfy and O^aiJ Detlgn of Bale GaduU lrrt ation Project Annex 4.1 ; Data bate for Auper Hole Detcrif B Bale Gadula Irrigation Project Morophological Characterstlcs of Auger Hole w? ^’ID ? Depth ' _ (cm) ;7 Colour.- ‘S’(nio}U/L- MoVJes; I (a/coSI) | Texture' ■ Code Nodules (a/co/h/r - CaCo3 653 I BGL32-A45 0-20 10 YR 3/2 N/N C N/N N/N/N/N/N ST BGL32-A45 20-65 10YR3/1 N/N C N/N V/WH/h/K/N ST BGL32-A45 65-125 10YR2/1 N/N C N/N FMQ-l/bVK/N EX 654 BGL33-A18 0-20 10YR3H N/N SIC N/N N/N/N/N/N SL BGL33-A18 20-90 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL33-A18 90-125 10YR2/1 N/N c N/N N/N/N/N/N ST 655 BGL33-A20 0-20 10YR4/2 N/N SIC N/N N/N/N/N/N MO BGL33-A20 20-70 10YR2/1 N/N c N/N N/N/N/N/N ST BGL33-A20 70-125 10YR2/1 N/N c N/N FMWK/N EX 656 BGL33-A2* BGL33-A21 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST 20-70 10YR2/1 N/N c N/N N/N/N/N/N EX BGL33-A21 70-125 10 YR 2/2 F/RB c N/N N/N/N/N/N EX 657 BGL33-A22 0-20 10YR2/1 N/N c N/N V/WH/HWN EX BGL33-A22 20-70 10YR3/1 N/N c N/N F/WH/S/K/C EX BGL33-A22 70-125 10YR3/2 N/N c N/N V/WH/H/K/N ST 658 BGL33-A23 C-20 10 YR 3/2 N/N c N<N N/N/N/N/N ST BGL33-A23 20-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL33-A23 80-125 10YR3/3 N/N ’c V/F F/V/H/B/K/N.C ST 659 BGL33-A24 0-25 10YR2/1 N/N SIC N/N VF/WH/H/K/N MO BGL33-A24 25-80 7 5YR2.5/1 N/N c N/N F/WH/S/K/S MO BGL33-A24 80-125 10YR2/1 N/N c N'N F/WIWNS ST 660 BGL33-A25 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL33-A25 25-50 10YR2/1 N/N c VF/FM VF/WH/H/K/N SL BGL33-A25 50-125 10YR2/1 N/N C N/N VF/WH/SWS MO 661 BGL33-A26 0-25 10YR3/1 N/N C N/N N/N/N/N/N SL BGL33-A26 25-70 10YR2/1 N/N c N/N C/WH/B/K/N.C MO BGL33-A26 70-125 10YR3/1 N/N c N/N MJWFVB/K/N.C ST 662 BGL33-A27 0-25 10YR2/2 N/N SIC N/N F/WH/H/K/N ST BGL33-A27 25-60 10YR2/2 N/N c N/N C/WH/H/K/N ST BGL33-A27 60-125 10YR2/1 N/N c N/N M/WH/H/K/C ST 663 BGL33-A28 0-15 10YR2/2 N/N SIC N/N N/N/N/N/N N BGL33-A28 15-45 10YR2/1 N/N c N/N N/N/N/N/N SL 664 BGL33-A44 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL33-A44 20-85 10 YR 3/2 N/N c N/N N/N/N/N/N ST' BGL33-A44 85-125 10YR2/2 N/N c F/FM N/N/N/N/N ST 665 BGL33-A45 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL33-A45 20-45 10YR3/1 N/N c N/N N/N/N/N/N ST BGL33-A45 45-90 10YR2/1 N/N C N/N N/N/N/N/N ST BGL33-A45 90-125 10YR2/2 N/N c N/N N/N/N/N/N ST 666 BGL33-A46 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL33-A46 20-55 10YR3/1 N/N C N/N F/WrVHWN EX BGL33-A46 55-125 10YR2/1 N/N c N/N C/WH/B/K/N.S EX 667 BGL34-A20 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL34-A20 20-60 10YR2/1 N/N c N/N N/N/N/N/N EX BGl 34-A20 60-125 10YR4/2 N/N c N/N F/WH.BL/S.B/K.Mn/S.N EX 668 BGL34-A21 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST 8GL34-A21 20-70 10YR2/1 N/N c N/N N/N/N/N/N EX BGL34-A21 70-95 10YR2/1 N/N c N/N N/N/N/N/N EX 669 BGL34-A22 0-25 10YR2/1 N/N c N/N N/N/N/N/N ST BGL34-A22 2S-85 10YR2/2 N/N c N/N F/WH/H/K/N ST BGL34-A22 85-125 10YR3/3 N/N c N/N N/N/N/N/N ST 670 BGL34A23 0-20 10YR2/1 N/N c N/N N/N/N/N/N ST BGL34 A23 2040 10YR2/2 N/N c N/N N/N/N/N/N ST BGL34-A23 40-85 10YR3/1 N/N c N/N N/N/N/N/N ST BGL34-A23 85-125 10YR3/3 N/N c N/N V/WH/H/K/N EX 671 BGL34-A24 0-25 10YR3/1 N/N Sic N/N N/N/N/N/N N BGL34-A24 25-75 10YR2/1 N/N c N/N N/F/WH'H/K ST BGL34-A24 75-125 10YR2/1 N/N c N/N NA/F/WH'S/K ST 672 BGL34-A25 0-25 10YR3/2 N/N c N/N N/N/N/N/N N BGL34-A25 25-60 7.5YR2.5/3 C/RB CL N/N N/N/N/N/N SL BGL34-A25 60-125 7 5YR3/3 VF/RB CL N/N N/N/N/N/N N 673 BGL34-A26 0-30 10YR3/1 N/N c N/N V/WH/H/K/N SL BGL34 A26 30-65 10YR2/1 N/N c N/Ft' F/WH/B/K/C MO BGL34-A26 65-125 10YR2/2 N/N c N/N C/WH/S/K/S M0 Page 12 fl/wl laiUMUly llwdy K«pc*1 0 II 0 0 0 0 0 0 0 0 0 0 0 0Ftdaral Democratic Republic o( Ethiopia- Minlitry o< Water Retourtrt Feasibility Study and Detail Design of Bala Gadula Irrigation Project Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole --I'.*."'-.... j 0 HI CM■ - J Mottles .’(a/coSf) . ^Texture J: -.<20101 JI*I.’ R°<l.. •• Fraqmcht /. tLi.*r Nodules ; (j. . h/n/V) F, 674 BGL34-A27 0-25 10 YR 3/2 NN SIC NN NNNNN SL DGL54-A27 25-85 10YR2/2 NN C NN F/WHAVKN ST BGL34-A27 85-125 10YR2/1 N/N C NN CAVH/H/KN ST 675 BGL34 A28 0-20 10YR3/2 NN SIC NN NNNNN SL BGL34-A28 20-80 10YR2/2 N-T4 C NN NNNNN MO BGL34-A28 80-125 10YR2/1 N/N C NN NNNNN ST 676 BGl 34-A29 0-10 10YR4/1 NN CL ca: NNNNN N .<677 3.•B5GL34-A30 V- NN " 1 NN »• 7 678 BGL34-A31 0-20 10 YR 3/2 N/N C NN V/VMHWK EX BGL34-A31 20-70 10YR3/1 N/N C NN F/WH/B/KN.C EX BGL34-A31 70-125 10YR2/2 N/N C NN CAVWSZK/S EX 679 BGL34-A45 0-25 10YR3/1 N/N C NN NNNNN SL BGL34-A45 25-75 10YR2/1 N/N c NN F/WM/S/KN.C MO BGL34-A45 75-125 10 YR 3/1 N/N c F/r QV/H/S/K/C ST 680 BGL34 A46 0 25 10YR3/2 N/N c NN NNNNN SL BGL34-A45 25-90 10YR3/1 N/N c NN NNNNN SL BGL34-A46 90-125 10YR2/2 N/N c NN F/WH/B'KN.S ST 681 BGL34-A47 0-35 10YR3/2 NN c NN NNNNN SL BGL34-A47 35-85 10YR3/1 NN c NN CWFVBNN.C ST BGL34 A47 85-125 10YR2/2 N/N c NN NNNN/N EX 682 BGL35 A23 0-25 10YR3/1 NN Sic NN KNN/NN ST BGL35-A23 25-60 10 YR 2/2 NN c NN F/WFVS.’KJC ST BGL35-A23 i 60-125 10YR2/1 NN c NN F/WH/S/K/C ST 683 BGL35-A24 0-25 10YR3/1 NN SIC NN F/vmxx: ST BGL35-A24 25-75 10YR2/2 NN c NN F/WWSN’C ST BGL35-A24 75-125 10YR2/1 NN c NN FAM-VSN'C ST 684 BGL35-A25 0-25 SYR 3/1 N/N CL NN NNNNN N BGL35 -A25 25 65 SYR 3/2 NN C N/N NNNNN N BGL35-A2S 65-125 5YR2 5/2 NN SIC NN NNNNN N 685 BGL35-A26 0-30 10YR3/1 N/N C NN V/WHNXN ST BGL35-A26 30-80 10YR2/1 NN c NN M/WH/B’KN.S EX BGL35-A26 80-125 10YR3/2 NN c NN A/WH/SX/S C EX 686 BGL35-A27 0-20 10YR2/1 NN SIC NN NNNNN SL BGL35 A27 20-70 10 YR 2/2 NN c NN - F/WH.SLN/KN SL BGL35-A27 70-125 10YR2/1 NN c NN F/WH.3L/H/KN SL 687 BGL35-A28 0-25 10YR3/2 NN SIC N/N NNNNN SL BGL35-A28 25-60 10YR2/2 N/N c NN NNNNN N BGL35-A28 60-125 10YR2/1 N/N c N/N NNNNN N 688 BGL35-A29 0-15 10YR3/1 NN c NN C/WH/H/KN SL BGL35A29 15-70 10YR2/1 NN c N/W UWHIB'WC.N ST BGL35-A29 70-125 10YR2/1 NN c F/C AMHS.KtS EX 689 BGL35-A30 0-20 10YR3/1 N/N CL F/FM NNNNN SL 690 BGL35-A31 0-20 10YR4/1 N/N CL NN N/NNNN SL BGL35A31 20-50 10YR3/1 N/N C NN N/N/N.NN MO BGL35-A31 50-125 10 YR 2/2 N/N c NN F/WM^NC 691 BGL35 -A44 ST 0-25 10YR3/1 NN C NN CAVHH.KN BGL3S A44 MO 25-60 10YR2/2 NN C F/FM M/W'H/S/K.N.S 692 ST BGL35-A45 0-30 10YR3/1 NN C NN V/WNT-tKN N BGL35-A45 30-80 10YR3/2 NN c N/N FA.VH'S/KN.S BGL35-A45 c EX 80-125 10YR2/2 NN NN CAVFVS.X/S 693 BGL35-A46 0-30 EX 10YR3/2 N/N c NN M/WHHKN BGL35-A46 30-65 SL 10YR3/1 NN c NN F/VVHNXN BGL35-A46 65-125 SL 10YR2/1 N/N c NN 694 CWH.VVKN BGL3S-A47 0-20 10YR3/2 SL NN c NN BGL35-A47 NNNNN 20-60 N 10YR3/1 N/N C NN F/WHN/KN BGL35 A47 60-125 10YR2/1 N/N SL C N/N CAVHB.KN S MO WWUU in AlMXUlien with <TFederal Democratic Republic of Ethiopia. Ministry of Water Resources Feasibility Study and Detail Dealgn of Bale G.dul. IrrlgaUon Project Annex 4.1 : Data baso for Auger Hole Descrif Bale Gadula Irrigation Project Moropholoqical Characterstics of Auqer Hole I- ; ’ ' Dcpttl r &wT(crn)’ : ’...Colour? ' (mo)U/L‘ ; Mottles i &(a/coSI)l Texture *z Rock • . .fragment K £Ski(a/si)J^ ^jlCaC63 695 BGL36-A23 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL36-A23 25-70 10YR2/2 N/N C N/N F/WH/S/K/C ST BGL36-A23 70 125 10YR2/1 N/N c N/N F/WH/S/K/C SL 696 BGL36-A24 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL36-A24 25-70 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL36-A24 70-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 697 BGL36-A25 0-30 7 5 YR 3/2 N/N c N/N N/N/N/N/N N BGL36-A25 30-70 7 5YR3/3 N/N c N/N N/N/N/N/N N BGL36-A25 70-125 7.5YR3/4 N/N SIC N/N N/N/N/N/N N G9B BGL36-A26 0-30 10YR3/1 N/N c N/N V/WH/H/K/N SL BGL36-A26 30-70 10YR2/1 N/N c N/N F/WH/H/K/N SL BGL36-A26 70-125 10YR2/1 N/N c N/N CAVH/H/K/N SL 699 BGL36-A27 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL36-A27 20-50 10 YR 21? N/N C N/N N/N/N/N/N SL BGL36-A27 50-125 10YR2/1 N/N c N/N N/N/N/N/N SL 700 BGL36-A28 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL36-A28 20-90 10YR2/2 N/N c N/N F/WH/H/K/C MO BGL36-A28 90-125 10YR2/1 N/N c N/N F/WH/H/K/C MO 701 BGL36-A29 0-20 10YR3/1 N/N c N/N N/N/N/N/N SL BGL36-A29 20-80 10YR2/1 N/N c N/N F/WH/S/K/S MO BGL36-A29 80-125 10YR2/1 N/N c N/N C/WH/S/K/S.C.S ST 702 BGL36-A30 0-25 10YR3/1 N/N SIC N/N C/WH/B/K/C.N MO BGL36-A30 25-80 10YR2/1 N/N c N/N MMWWC MO BGL36-A30 80-125 10YR2/2 N/N c N/N A/WH/S/K/C.S ST 703 BGL36-A31 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL36-A31 25-50 10YR2/2 N/N C N/N N/N/N/N/N MO BGL36-A31 50-125 10YR2/1 N/N C N/N F/W1VS/K/C ST 704 BGL36-A32 0 25 10YR4/1 N/N SIC N/N N/N/N/N/N SL BGL36-A32 BGL36-A32 25-60 10YR3/1 N/N c N/N N/N/N/N/N MO 60 125 10YR2/2 N/N c N/N FAVH'S/K/C ST 705 BGL36-A44 0-30 10YR3/1 N/N c N/N V/WH/H/K/N N BGL36-A44 30-75 10YR2/1 N/N c N/N F/WH/S/K/C.S ST BGL36-A44 75-125 10YR2/2 N/N c V/M F/WH/S/K/S EX 706 BGL36-A45 .. 0-25 10YR3/2 N/N c N/N FAWAWN ». - MO BGL36-A45 25-80 10YR3/1 N/N c N/N CA/VH^K/N.C EX BGL36-A45 80-125 10YR2/1 N/N c N/N C/WH/B/K/N.C EX 707 BGL36-A46 0-20 10YR3/2 N/N c N/N N/N/N/N/N SL BGL36-A46 20-50 10YR3/1 N/N c N/N N/N/N/N/N ST BGL36-A46 50-90 10YR2/1 N/N c N/N F/WH/H/K/N ST 708 BGL36-A47 0-25 10YR2/1 N/N c N/N VWVHWK/N SL BGL36-A47 25 85 10YR3/1 N/N c N/N C/WH/H/K/N ST BGL36 A47 85-125 10YR2/2 N/N c N/N F/WH/H/K/N MO 709 BGL37-A23 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL37-A23 20-70 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL37A23 70-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 710 BGL37-A24 0-15 10YR3/1 N/N SIC N/N F/WH/S/K/C ST BGL37-A24 15-60 10YR2/2 N/N c N/N CWVH/S/K/C ST BGL37-A24 60 125 10YR2/1 N/N c N/N M/WH/S/K/C ST 711 BGL37-A25 0-20 10YR3/2 N/N c N/N N/N/N/N/N SL BGL37-A25 20-55 10YR2/2 N/N c N/N N/N/N/N/N SL BGL37-A25 55-125 10YR3/4 N/N c V/F F/WH/H/K/N MO 712 BGL37-A26 0-25 10YR3/1 N/N c N/N V/WH/HAVN SL BGL37-A26 25-85 10YR2/1 N/N c N/N F/WH/B/K/N.C ST BGL37-A26 85-125 10 YR 3/2 N/N c N/N M/WH/0/K/C EX 713 BGL37-A27 0-25 10YR3/1 N/N c N/N NWM/N/N SL BGL37-A27 25-65 10YR2/1 N/N c N/N N/N/N/N/N MO 714 BGL37-A28 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL 18 * ■ 0 ■ ■ iH U n n ii n H BGL37-A28 20-80 10YR2/2 N/N c N/N F/WH/S/K/N ST I BGL37-A28 80-125 10YR2/1 N/N c N/N F/WHM/K/C ST 715 BGL37-A29 0-25 10YR3/1 N/N c N/N N/N/N/K/N N BGL37-A29 25-75 7.5YR3/3 N/N c N/N M/WH/B/K/N.S EX BGL37-A29 76-125 7.5YR3/4 N/N c N/N MWH/S/K/C EX W WWDST In Allocution with ICT P< e34 f final feaubllity Study ReportFederal Democratic Republic of Ethiopia* Ministry of Watar Rejourcea Feaalblllty Study and Detail Design of Bale Gadula Irrigation Project Annea 4.1 : Data boa* for Au? H m Bale Gadula Irrigation Project Morophologlcal Characterstlcs of Auger Hole S" Texture ’•'Fragment • ‘/(ic'oSO? N i .. . ■ t ^.^.CaCo3iK<4i 716 BGL37-A30 0-30 10YR3/1 MN C N/N V/WH/H/K/N SL BGL37-A30 30-75 10YR2/1 MN C N/N F/Wl l/E/K/C N MO 0GL37-A3O 75-125 10YR2/1 N/N C MN C/WH/S/K/C.S ST 717 BGL37-A31 0-20 10YR4/1 N/N SIC N/N MMN/MN N BGL37-A31 20-100 10YR3/1 N/N c N/N F/WH/S/K/C MO BGL37-A31 100-125 10YR2/1 N/N c N/N F/WH/S/K/C MO 718 0GL37-A32 0-25 10YR4/1 N/N SIC N/N N/N/MN/N SL BGL37-A32 25 75 10YR3/1 N/N c N/N MN/N/N/N MO BGL37-A32 75-125 10YR2/2 N/N c MN F/WH/S/K/C ST 719 0GL37-A44 0-30 10YR3/4 N/N SICL F/C M/WH/H/K/M EX 720 BGL37-A45 0-20 10YR3/2 N/N c MN F/WH/H/X/N SL 0GL37-A45 20-75 10 YR 2/2 N/N c N/N C/WH/B/K/N.C ST BGL37 A45 75-125 10YR3/2 N/N c V/F M/WH/B/K/C ST 721 BGL37-A46 0-25 10YR3/2 N/N c N/N MMMMN SL BGL37-A46 25-70 10YR3/1 N/N c N/N F/WH/H/K/N ST 0GL37-A46 70-125 10YR2/1 N/N c MN C/WH/H/K/N EX 722 0GL37-A47 0-20 10YR3'2 N/N c MN F VF/WH.BLH/Mn.K/N SL - BGL37-A47 20-65 10YR3/1 N/N c MN WWH/H/KyN SL 0GL37-A47 65-125 10YR2/1 N/N c MN C/WH/H/K/N MO 723 9GL38-A23 0-20 10YR3/1 N/N SIC MN MMMMN MO 0GL38-A23 20-45 10YR2/1 N/N C MN F/WH/S/K/C ST 0GL38-A23 45-125 10YR2/2 N/N c MN F/WH/S/K/C ST 724 0GL38-A24 0-15 10YR3/2 N/N SIC N/N MMMMN ST BGL38-A24 15-100 10YR3/1 N/N c MN F/WH/S/K/C ST 0GL38-A24 100-125 10YR2/1 N/N c MN F/WH/S/K/C ST 725 0GL38-A25 0-25 10YR3/1 N/N c MN MMMN/N ST BGL38-A25 25-70 10YR2/1 N/N c N/N MMMN/N ST BGL38-A25 70-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 726 BGL38-A26 0-20 10YR3/1 N/N c MN N/N/MN/N ST BGL3B-A26 20-90 10YR2/1 N/N c MN V/WH/H/K/N ST 0GL38-A26 90-125 10YR2/2 N/N c MN FMH/BMN.C EX 727 0GL38-A27 0-25 10YR3/1 N/N c N/N MN/N/N/N SL BGL38-A27 25-70 10YR2/1 MN c MN V F/WH/H/K/N MO BGL38-A27 70-125 10YR2/1 VF/GR c N/N C/WH/B/K/N S ST 728 BGL38-A28 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N SL BGL38-A28 25-60 10YR2/1 N/N c F/FM N/WH/B/K/N S ST 0GL38-A28 60-90 10YR2/1 N/N c F/FM F/WH/S/K/S ST 729 BGL38-A29 0-25 10YR3/1 N/N c MN F/WH/H/K/N C EX 0GL38-A29 25-80 10YR2/1 N/N c MN C/WH/B/K/N C EX BGL38-A29 80 125 10YR2/2 N/N c N/N M/WH/S/K/S EX 730 BGL38-A30 0-30 10YR3/1 N/N c N/N N/WH/MMN SL BGL38-A30 30-80 10YR2/1 N/N c MN \WWKJNC ST BGL38-A30 80-125 10YR2/2 N/N c N/N A/’/VH/B/K/NC EX 731 BGL38A31 0-20 10YR3/1 N/N SIC MN MMN/MN SL BGL38-A31 20-70 10 YR 2/2 N/N c MN c F/WH/S/K/C MO BGL3B-A31 70-125 10YR2/1 N/N MN F/WH/S/K/C 732 BGL38-A32 0-20 MO 10YR3/1 N/N SIC MN MMMMN SL BGL38-A32 20-70 10YR2/2 N/N c MN MN/MMN BGL38-A32 70-125 MO 10YR2/1 N/N c MN F.WH RE/SS/K/K 733 0GL38-A33 ST 0-15 10YR3/1 N/N SIC N/N MMMMN BGL38-A33 15-50 N 10YR2/2 N/N C MN MMMMN 734 BGL38-A45 0-25 N 10YR3/2 N/N CL F/C F/WH/H/K/N BGL38-A45 25-60 SL 10YR3/3 N/N c F/FM C/WH/B/K/C BGL38-A45 60-90 MO 10YR2/2 N/N c C/MC 735 MWHWC.N BGL38-A46 0-25 EX 10YR3/3 N/N c MN MMMMN BGL38-A46 25-70 MO 10YR3/2 N/N c VF/FM BGL38-A46 70-125 10YR2/2 N/N c MMMMN ST MN F/WH/S/K/S 736 BGL38-A47 0-25 ST 10YR3/1 N/N c MN MMMMN BGL38-A47 25-85 ST 10YR2M N/N c MN MMN/MN 8GL38-A47 85-125 ST 10YR2/1 MN c MN F/WH/H/K/N ST WWt»E In AuocUllan with ICT P4<«1S FUat Ind^uty Study MpcrtFederal Democratic Republic of Ethiopia- Ministry of Water Reiourtea Feasibility Study and Detail Design of Bal Gadula Irrigation Project 0 Annex 4.1 : Oata base for Aufjcr Holo Descrip Soil Surxtv SI p Charactorstics Hole .' , .Code ''.-. Depth ' Icm) S Colour ' ■ (mo)U/L Mottles '-■(a/coSir .Texture - Fragment ■t Nodules (a/co/h/n/kfk. 737 BGL38A^8 <Sn/n<; - 738 BGL39-A24 0-15 10YR4/1 N/N SIC N/N N/N/N/N/N ST BGL39-A24 15-50 10YR3/2 N/N c N/N F/WH/S/K/C ST BGL39-A24 50-125 10YR2/2 N/N c N/N F/WH/S/K/C ST 739 BGL39-A25 0-25 10YR2/1 N'N c N/N N/N/N/N/N ST BGL39 A25 25-80 10YR3/1 N/N c N/N V/WH/HWN ST BGL39-A25 80-125 10YR3/2 N/N c N/N C/WH/H/K/N EX 740 BGL39-A26 0-25 10YR3/2 N/N c N/N N/N/N/N/N SL BGL39-A26 25-75 10 YR 3/3 N/N c N/N F/WH/H/K/N MO BGL39-A26 75-125 10YR3/4 N/N c N/N F/WH/H/K/N ST 741 BGL39-A27 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL39 A27 25-65 10YR2/1 N/N c N/N VF/WH/S/K/S MO BGL39-A27 65-125 10YR2/1 N/N c N/N C/WH/B/K/N.S ST 742 BGL39-A28 0-25 10YR2/1 N/N c N/N' V F/WH/H/K/N SL BGL39-A28 25-75 7.5YR2.5/1 F/GR c N/N FAVH/B/K/N S ST BGL39-A28 75-125 10YR2/1 N/N c VF/FM F/WH/S/K/S ST 743 BGL39-A29 0-20 10 YR 3/2 N/N c N/N N/N/N/N/N SL BGL39-A29 20-90 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL39-A29 90-125 10YR2/1 N/N c N/N C/WH/B/K/N.S ST 744 BGL39-A30 0-20 10 YR 3/2 N/N c N/N V/WH/H/K/N SL BGL39-A30 20-70 10YR2/2 N/N c N/N F.V/WH.RE/H.S/WH.FE/N.S ST BGL39-A30 70-125 10YR2/1 N/N c N/N C/WH/B/K/N.S EX 745 BGL39-A31 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL39-A31 20-85 10YR2/2 N/N c N/N F/WH/S/K/C MO BGL39-A31 85-125 10YR2/1 N/N c N/N F/WH/S/K/C MO 746 BGL39-A32 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL39-A32 25-60 10YR2/2 N/N c N/N N/N/N/N/N MO BGL39 A32 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 747 BGL39-A33 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL39-A33 20-70 10YR2/2 N/N C N/N F/WH/H/K/S ST BGL39-A33 70-125 10YR2/1 N/N c N/N F/WH/H/K/S ST 748 BGL39-A34 0-20 10YR3/1 N/N c N/N N/N/N/N/N SL 749 BGL39-A35 0-25 10YR2/1 N/N SIC F/FM VF/WH/H/K/S SL RGL39-A35 25-60 10YR2/2 N/N C M/FC F/W/B/K/N.S MO - 750 > |\BGL39-A46' : N/N - NN ‘ . '■ 751 BGL39A47 0-30 10 YR 3/2 N/N C N/N V/WH/H/rVN ST BGL39A47 30-80 10YR3/1 N/N C N/N F/WH/H/K/N ST BGL39 A47 80-125 10YR2/1 N/N C N/N C/WK/B/K/N.C ST 752 BGL40-A24 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL40-A24 20-85 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL40A24 85-125 10YR3/2 N/N c N/N CAAMBWN.C EX 753 BGL40-A25 0-30 10/R3/2 N/N c N/N V/WH'HWN SL BGL40-A25 30-80 10YR2/2 N/N C N/N F/WH.RE/H.S/K.Fe/N.S ST BGL40 A25 80-125 10YR3/1 N/N c N/N F.C/WH.RE/H.S/K.Fe/N.S ST 754 BGL40-A26 0-20 7.5YR2 5/3 N/N SIC N/N N/N/N/N/N N BGL40-A26 20-85 7 5YR3/4 N/N c N/N N/N/N/N/N SL BGL40A26 85-125 5YR3/4 N/N c N/N V/WH/B/K/C MO 755 BGL40-A27 0-25 7.5YRZ5/1 N/N c N/N N/N/N/N/N SL BGL40-A27 25-75 10YR2/1 N/N c N/N VF/WH/S/K/S MO BGL40-A27 75-125 10YR2/1 N/N c N/N C/WH/B/K/N.S ST 756 BGL40-A28 0-25 10YR2/1 N/N c N/N N/N/N/N/N SL BGL40-A28 25-70 7.5YR2 5/1 N/N c N/N F/WH^t/K/N MO BGL40 A28 70-125 10YR2/1 N/N c N/N C/WH^/K/NS ST 757 8GL40-A29 0-30 10YR3/2 N/N c N/N N/N/N/N/N MO 9GL40 A29 30-85 10YR3/1 N/N c N/N F/WH/H/K/N ST BGL4O-A29 85 125 10YR2/1 N/N c N/N MMWB/K/N.S EX WWDM tn Association with ICT Pip 3C f Inal FaasiUlity Study RxportFederal Democratic Republic of EtNepla- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadufa Irrigation Project Annes 4.1 ; Data besa for Auger Ho»e Descnp Sod Survey Si Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole Rock ' 0 SK C w oaaSBl • i. (cm) -H.r ' (mo)UfL'’ z •’Motiesf ?(a/coSI)’£ •Texture / 7^<2rrirn^r , ’ • .Nodules -, /./ . (a/co/h/n/kjl^^^^^B 758 BGL40-A30 0-20 2.5YR3/4 MN SIC N/N MN/N/N/N SL BGL40-A30 20-75 2.5YR3/3 N/N C MN F/BUH/Mn/N SL BGL40-A30 75-125 2.5YR2.5/3 N/N C N/N F/RE.BL/SH/Fe.Mn/N.S SL 759 BGL40-A31 0-25 2 5YR3/3 N/N C VF/FM MN/N/N/N N BGL40-A31 25-60 2 5YR 3/4 MN c N/N MMMMN N BGL40-A31 65-125 2 5YR3 6 N/N c N/N N/N/N/N/N N 760 BGL40-A32 0-25 10YR3/1 N/N SIC .NLTN MN/MMN SL BGL40-A32 25-60 10 YR 2/2 N/N c N/N N/N/MN/N MO BGL40-A32 60-125 10YR2/1 N/N C MN FWWSMjC ST 761 BGL40A33 0-25 10YR3/1 N/N SIC N/N MN/N/N/N SL BGL40-A33 25-85 10YR2/2 N/N c N/N F/WH/H/K/N ST BGL40-A33 B5-125 10YR2/1 MN c N/N F/WH/IWN ST 762 BGL40-A34 0-20 10YR3/1 MN c M'N MN/MN/N ST BGL40-A34 20-70 10YR2/1 MN c MN CAVHFWNS EX BGL40A34 70-125 10YR2/1 N/N c MN M/WH/B/K/N.S EX 763 BGL40-A35 0-25 10YR2/1 N/N SIC MN F/WH/S/K/S ST BGL40-A35 25-75 10YR2/2 N/N c VF/F Vr/WH/S/K/S ST BGL40-A3S 75-125 10YR2/1 N/N c F/FM r/WH/H/K/N ST 764 BGL40-A36 0-20 10YR3/2 N/N CL MN F/WHAVXJN N 20-40 10YR3/1 N/N SIC N/N C/WH/HX/N ST SSSjeSKSS} 766 BGL4O-A36 BGL40-A47 0 20 10YR3/2 MN C N/N C/WH/H/K/N ST BGL40-A47 20-65 10YR2/1 N/N C F/F FA\H/H/X,N ST BGL40-A47 65-95 10YR3/2 N/N C C/F F/WHjH/K/N ST BGL4O-A47 95-125 25YR3/6 N/N c F/F C/WH/H/K/S ST 767 BGL4O-A51 0-20 10YR3/2 N/N c N/N MMMMN SL BGL40-A51 20-75 10YR3/1 MN c MN N/N/N/MN ST BGL40-A51 75-125 2 5YR2 5/4 N/N c N/N MMMMN MO 768 BGL40A52 0-20 2.5YR2 5/4 N/N SIC MN MN/N/N/N SL BGL40-A52 20-80 2 5YR2 5/3 N/N c N/N .MMMMN SL BGL4O-A52 80-125 2 5YR 3/4 N/N c N/N MMMMN MO 769 BGL4O-A53 0-25 10YR3/1 N/N c MN MMMMN ST BGL40-A53 25-75 10YR2/1 N/N c MN F/BL/H/Mn/N EX BGL4O-A53 75-125 10YR4/1 N/N c , MN A,C/WH.BU8H/K.Mn/SC N EX 770 BGL40-A54 0-25 10 YR 3/4 N/N SIC MN V/WH/H/K/N EX BGL40-A54 25-65 10 YR 3/3 N/N c MN C/WH/B/K/N.C EX BGL40-A54 65-125 10YR3/2 N/N SIC MN QWH/H/K/N.C EX 771 0GL4O-AS5 0-15 10YR4/2 N/N c F/F MMMMN N 772 BGL40-A56 0-25 10 YR 3/3 N/N c MN MMMMN ST BGL4O-A56 25-80 10YR3/3 N/N c MN F/WH/H/K/N ST BGL40-A56 80-125 10YR2/2 N/N c MN F/VVH/H/K/N ST 773 BGL41-A24 0-15 10YR3/2 N/N c MN MMMN/N ST BGL41-A24 15-60 10YR2/1 N/N c MN V/WHWN ST BGL41-A24 60-120 10YR2/1 N/N c MN C/WH/B/K/C 774 EX BGL41-A25 0-25 10YR2/2 N/N c MN MMMMN SL BGL41-A25 25-80 10YR3/3 MN c MN MMMMN ST BGL41-A25 80-125 10YR3/2 N/N c MN V/WH/H/K/N 775 ST BGL4VA26 0-25 2.SYR3/4 MN c MN MMMMN BGL41-A26 25-65 SL 2 5YR2.5/3 N/N c MN MN/MMN BGL41-A26 65-125 5 YR 3/3 SL N/N c MN MMMMN 776 BGL41-A27 SL 0-25 7.5YR2 5/1 N/N c MN MMMMN BGL41-A27 SL 25-75 10YR2/1 VF/GR c MN VF/WH/S/K/S BGL41-A27 MO 75-125 10YR2/1 VF/GR c MN VF/WH RE/S/K,Fe/S 777 ST BGL41-A28 0-25 10YR3/1 N/N c MN MMMMN BGL41-A28 25-65 MO 10YR2/1 N/N c VF/FM F/WH/H/X/N ST BGL41-A28 65-75 10YR2/2 N/N c MN F/WH/B/K/N.S 778 MO 0GL41-A29 0-25 10 YR 3/2 N/N c MN V/WH/H/K/N N BGL41-A23 25-55 10YR2/1 N/N c MN F/WH/H/KN ST BGL41-A29 55-125 10YR2/1 N/N c MN KVWMBAVN S EX *nWU$l In AakecUrion with ICT **<< >7 Final itv*, HaportFederal Democratic Republic of Ethiopia- Mini.try of Water Re.ourtex Foa.lblllty study and Detail Dealpn of Bal. G.au|. Ration Project Annex 4.1 : Data bate for Aujer Holo Deacrig Soil Su Mottles ^cosifi &Texturc£ J <2mm : ( ■ o/h/n/k) - . • CaCo3-?H> 779 I» BGL41-A30 0-20 10YR3/2 N/N C N/N N/N/N/N/N SL BGL41-A30 20-65 10YR3/1 N/N C N/N N/N/N/N/N ST BGL41-A30 65-100 10YR2/1 N/N c N/N C/WH/H/K/N EX BGL41-A30 100-125 10 YR 3/2 N/N c N/N C/WH/B/K/N.S EX 780 BGL41-A31 0-25 2.5YR3/4 N/N c N/N N/N/N/N/N N BGL41-A31 25-80 2 5YR3/2 N/N c N/N N/N/N/N/N N BGL41-A31 80-125 2 5YR3/4 N/N c N/N N/N/N/N/N N 781 BGL41-A32 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N SL BGL41-A32 25-75 10YR2/1 N/N c F/FM VF/WH/S/K/S MO BGL41-A32 75-125 10YR2/2 VF/GR c N/N VF/WH/B/K/N.S ST 782 BGL41-A33 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N N BGL41-A33 20-50 10 YR 2/2 N/N c N/N F/WH/H/K/N ST BGL41-A33 50-125 10YR2/1 N/N c N/N F/WHAWN ST 783 BGL41-A34 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL41-A34 20-60 10YR2/1 N/N c N/N F/WH/H/K/N EX BGL41-A34 60-125 10YR2/1 N/N c N/N CA/VH/B/K/N.S EX 784 BGL41-A35 0-25 10YR2/1 N/N SIC N/N VF/WH/S/K/S SL BGL41-A35 25-75 7 5YR2 5/1 N/N c N/N F/WH/B/K/N.S MO BGL41-A35 75-125 10YR2/1 N/N c N/N VF/WH/S/K/S M0 785 BGL41-A36 0-20 10YR4/1 N/N c C/MC V/WH/H/K/N SL BGL41-A36 20-50 10YR4/2 N/N SIC M/FM M/WH/H/K/N ST 786 BGL41-A37 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL41-A37 25-65 10YR2/1 N/N c F/F F/WH/H/K/N SL 787 BGL41-A46 0-25 10YR3/2 N/N c C/FC N/N/N/N/N ST 788 BGL41-A47 0-20 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL41-A47 20-95 10YR2/1 N/N c N/N N/N/N/N/N ST BGL41-A47 95-125 10 YR 3/2 N/N c N/N N/N/N/N/N ST 789 BGL41-A51 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL41-A51 25-80 10 YR 3/1 N/N c N/N V/WH/H/K/N ST 0GL41-A51 80-125 10YR2/1 N/N c N/N F/WH/3/K/N.S EX 790 BGL41-A52 0-25 25YR2 5/3 N/N SIC N/N N/N/N/N/N N BGL41-A52 25-90 2.5YR2.5/4 N/N c N/N N/N/N/N/N N BGL41-A52 90-125 2.5YR3/4 N/N c N/N F/WH/S/K/S MO 791 BGL41-A53 0-30 5 YR 3/3 N/N SIC N/N N/N/N/N/N SL BGL41-A53 30-80 SYR 3/4 N/N C N/N N/N/N/N/N N BGL41-A53 80-125 5YR2.5/2 N/N c N/N N/N/N/N/N SL 792 BGL41-A54 0-30 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL41-A54 30-80 10YR2/2 N/N c N/N F/WH/B/K/C.N EX BGL41-A54 80-125 10YR2/1 N/N c N/N F/WH/S/K/S EX 793 BGL41-A55 0-20 10YR4/4 N/N c N/N F/WH/H/K/N ST BGL41-A55 20-80 10YR3/4 N/N c N/N F/WH/H/K/N ST BGL41-A55 80-125 10YR3/6 N/N c N/N F/WH/H/K/N ST 794 BGL41-A56 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL41-A56 25-125 10YR2/2 N/N c N/N C/WH/H/K/C ST 795 BGL41-A57 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL41-A57 25-90 10YR3/2 N/N c F/FM VF/WH/H/K/N ST BGL41-A57 90-125 10YR2/2 N/N c N/N VF/WH/S/K/S MO 796 BGL41-A58 0-25 10YR3/1 W c N/N N/N/N/N/N ST BGL41-A58 25-85 10YR3/2 N/N c N/N VF/WH/S/K/S ST BGL41-A58 85-125 10YR272 N/N c VF/FM F/WH/H/K/N MO 797 BGL41-A59 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N EX BGL41-A59 25-55 10YR3/1 N/N c N/N C/WH/B/K/C.N EX BGL41-A59 55-90 10 YR 3/2 N/f. c N/N C/WH/B/K/C.N EX BGL41-A59 j 90-125 10YR4/2 N/N SIC N/N M/WH/S/K/S.C | EX ■ ■ II il 11 H * »VWO$f In Aiwciaticn with ICT P*c< JI final feasibility Stu4y Me portANNEX 4.2 DATA BASE FOR PROFILE DESCRIPTIONI I I IFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-01 Mapping unit: PiccVRpeC Status: Unsampled profile Date: 27/06/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0786697 Author: Land form: Atelbachew & Endalk Valley floor Elevation: Lat (E): 0651304 1989 Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Gently slope Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Slope form: Position: Uniform Lowest Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Surface coarse fragments: Few stones. Surface cracks: Wide Surface sealing: None Land cover: Intensively cultivated land & open grass land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight Sheet and rill erosion 0-33 cm: Very dark gray (10YR3/1) when moist; clay texture; weak medium granular structure; firm when moist, very sticky & very plastic when wet; very few white hard carbonate nodules; many fine to*coarse roots; many fine to coarse pores; strongly calcareous ; clear and smooth boundary. 33-74 cm: Dark gray (10YR 4/1) when moist: clay texture ;strong coarse sub angular blocky & angular blocky structure; firm to very firm when moist, very sticky& very plastic when wet; patchy faint slickenside, few white hard carbonate nodules; common fine to coarse roots; common fine to coarse pores, strongly calcareous ; diffused boundary. 74-128 cm: Black (10YR 2/1) when moist clay texture; strong coarse sub angular blocky & angular blocky structure; firm to very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; few white hard carbonate nodules; few fine roots; few fine pores; extremely calcareous ; clear and smooth boundary. 128-200 cm: Very dark grayish brown(10YR 3/2 ) when moist; clay texture; strong medium sub angular blocky & granular structure; firm to very firm when moist; very sticky & very plastic when wet; continuous prominent slickenside; few white hard carbonate nodules; very few fine roots; very few fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 1Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-02 Mapping unit: VB2ccVRhu-peA Status: Sampled profile Date: 25/06/09 Soil classification, FAO (2006): Calcic Vertisols (Humic,Pellic) Coordinates, Long (N): 0786767 Author: Addisu Lat (E): 0650372 Land form: Plateau terrace Elevation: 2024 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat to gently undulating Depth to bedrock: >200 cm Slope class: Very gently slope to gently Rock out crops: None Slope form: Convex Position: Medium Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface coarse fragments: None Surface cracks: Wide Surface sealing: weak Land cover: Settlement & Intensively cultivated land Land use: Residential use & Rain fed arable cultivation Drainage class: Moderate well drained Fertilizers: None Drainage external: Well Erosion status: None 0-30 cm: Very dark gray (10YR 3/1) when moist; clay loam texture; moderate fine and medium granular structure; very friable when moist, sticky & plastic when wet; abundant fine and medium roots, common termite or ant channels and nests; abundant fine and medium pores; extremely calcareous; clear and smooth boundary 30-80 cm: Black (10YR 2/1) when moist; clay texture; strong medium & coarse structure; firm when moist, very sticky & very plastic when wet; patchy faint clay cutans .common fine and medium roots, many fine pores; extremely calcareous ;clear and smooth boundary. 80-140 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; strong medium & coarse columnar structure; friable when moist, very sticky & very plastic when wet; continuous prominent slickenside; few fine roots; common fine pores; extremely calcareous; clear and smooth boundary. 140-200 cm: Dark brown (10YR 3/3 )when moist; clay texture; strong medium & coarse columnar & angular blocky structure; friable when moist, very sticky & very plastic when wet; continuous prominent slickenside; many reddish brown soft carbonate segregation ; very few very fine roots; common fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 2Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description SoiljurveyStudy SOIL PROFILE DESCRIPTION Profile code: BGP-03 Mapping unit: VB2so-ccVRhu-peB Status: Sampled profile Date: 27/06/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic.Pellic) Coordinates, Long (N): 0786750 Author: Land form: Atelbachew & Endalk Valley floor Lat (E): 0652400 Relief intensity: <100 Elevation: Map sheet No. 1958 0740 C4 Regional slope: Flat to gently undulating Depth to bedrock: >200 cm Slope class: Very gently slope Rock out crops: None Slope form: Uniform Surface coarse fragments: Many stones and few boulders Position: Lowest Micro topography: Level Parent material: Alluvial deposits Surface cracks: Surface sealing: Fine to Medium and wide None Effective soil depth: Drainage class: Very deep Land cover: Predominantly cultivated land & dense shrub land Land use: Rain fed arable cultivation & extensive grazing Moderate well drained Fertilizers: Drainage external: Well Water table: None Flooding: None Erosion status: None None 0-20 cm: Dark gray(10YR 4/1)when moist; clay texture; strong coarse sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; patchy faint slickenside; few fine and medium roots; common medium pores; strongly calcareous .diffuse boundary.' 20-110 cm: Black (10YR 2 /1)when moist; clay texture; strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; very few white hard carbonate nodules ; few fine roots; common fine and medium pores; extremely calcareous ;clear and smooth boundary. 110 -200 cm: Very dark brown (10YR 2 /2)when moist; clay texture ;strong coarse platy structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside very few white hard carbonate nodules; few fine and medium roots; common fine pores; extremely calcareous . <- WWDSE In Association with ICT Final Feasibility Study Report Page 3Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-04 Mapping unit: VB2so-ccVRhu-peB Status: Un sampled profile Date: 26/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates, Long (N): 0785750 Author: Atelbachew Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Nearly level Elevation: Map sheet No. Depth to bedrock: Rock out crops: Lat (E): 0652400 1960 0740 C4 >200 cm Few Slope form; Irregular Position: Low Surface coarse fragments: Common stones and large boulders Surface cracks: Fine Micro topography: Gilgai Parent material: Basalt, pyroclastis rock Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface sealing: Land cover: Land use: Fertilizers: weak Intensively cultivated land Rain fed arable cultivation None Erosion status: Slight sheet and splash erosion 0-30 cm: Dark gray(10YR 4/1)when dry , very dark gray(10YR3/1 )when moist, clay texture; weak medium sub angular blocky structure; hard when dry, firm when moist, sticky & plastic when wet, many medium roots; common -medium pores; strongly calcareous ;clear and smooth boundary 30-115 cm: Very dark brown (10YR 2/2) when moist; clay texture; strong coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside, common fine and medium roots; common fine and medium pores, extremely calcareous; diffuse boundary. 115-200 cm: Black (10YR 2/1) when moist; clay texture; strong coarse angular & sub angular blocky structure; firm when moist; very sticky & very plastic when wet; continuous distinct slickenside; few white soft carbonate segregation ;few fine roots; common fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 4Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-05 Mapping unit: VB2so-ccVRhu-peB Status: Sampled profile Date: 27/06/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates, Long (N): 0786702 Lat (E): 0653113 Elevation: 1946 Author: Addisu Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: >290 cm Slope class: Level Rock out crops: None Slope form: Uniform Position: Low Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Surface coarse fragments: Common stones Surface cracks: Wide Surface sealing: Weak and moderate Land cover: Open shrub land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Moderate well drained Fertilizers: Drainage external: slow Erosion status: Flooding: None None None Water table: None 0-20 cm: Very dark grayish brown (10YR 3/2) when moist; silty clay texture; weak fine granular structure; friable when moist, very sticky & very plastic when wet; few fine roots; abundant fine and medium pores; extremely calcareous; clear and smooth boundary. 20-95 cm: Very dark gray (10YR 3/1) when moist; clay texture; moderate medium angular blocky structure; friable when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation; few fine and medium roots; mapy. fine pores, extremely calcareous .clear and smooth boundary. 95-135 cm: Very dark brown(10YR 2/2) when moist; clay texture ;strong medium and coarse sub angular blocky structure; friable when moist; very sticky & very plastic when wet; continuous prominent slickenside; weakly cemented nodular clay & carbonate; many white /black soft carbonate/manganese segregation ; few fine roots; common fine pores; extremely calcareous ;diffuse and smooth boundary 135-200 cm: Very dark brown(10YR 2/2) when moist; clay texture; moderate medium angular blocky structure; friable when moist, very sticky & very plastic when wet; continuous prominent slickenside .weakly cemented nodular clay & carbonate; abundant white black soft carbonate segregation ; very few fine roots; common fine pores; extremely calcareous ;clear and smooth boundary. 200-230 cm: Black (10YR 2/1) when moist; clay texture; moderate medium angular blocky structure; friable when moist; very sticky & very plastic when wet; continuous prominent slickenside; many white soft carbonate segregation; common fine pores; extremely calcareous; clear and smooth boundary. 230-250 cm: Very dark brown (10YR 2/2) when moist, clay texture; weak fine and medium angular ’blocky structure, friable when moist, sticky & plastic when wet; broken prominent slickenside; abundant white soft carbonate segregation; few fine pores; extremely calcareous; clear and smooth boundary. 250-290 cm: Very dark gray (10YR3/1) when moist; clay loam texture; common fine and medium gravel rock fragment; weak fine and medium angular blocky structure; friable when moist; sticky & plastic when wet; broken prominent slickenside; abundant white soft carbonate segregation & nodules; few fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 5Federal Democratic Republic of Ethiopia- Ministry of Water Resources ^easibilityjtudy and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-06 Mapping unit: Piso-ccVRcr-stC Status: Sampled profile Date: Soil classification, FAO (20060 :Sodi-Calcic Vertisols, (Chromic) 03/07/09 Coordinates, Long (N): 0785774 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Atelbachew & Endalk Valley floor <100 Flat to gently undulating Very gently slope to gently Uniform Low None Alluvial deposits Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0653406 1925 0740 C4 >200 cm None Effective soil depth: Very deep Surface coarse fragments: Many stones and few boulders S u rfa c e c ra c ks: Fine to medium Surface sealing: None Land cover: Open shrub land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: Erosion status: None Moderate rill & sheet erosion 0-26 cm: Very dark brown (10YR 2/2) when’moist; clay texture; moderate medium granular structure; firm when moist, very sticky & very plastic when wet; many fine to coarse roots; many fine to coarse pores; extremely calcareous; diffuse boundary. 26-98 cm: Very dark gray (10YR 3/1)when moist; clay texture; strong coarse prismatic structure; very firm when moist, very sticky & very plastic when wet; continuous prominent pressure face & slickenside; common white soft carbonate segregation ;common fine and medium roots; common fine and medium pores; extremely calcareous ;clear and smooth boundary. 98-200 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture ;very few coarse gravel rock fragment; strong medium sub angular blocky structure: firm when moist, very sticky & very plastic when wet ; broken prominent slickenside; common white soft carbonate segregation ; few fine roots ; few fine pores ; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 6Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-07 Mapping unit: VB2moVRca-peB Status: Sampled profile Date: 30/06/09 Soil classification, FAO (2006): Mollie Vertisols (Calcaric, Pellic) Coordinates, Long (N): 0785500 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale Valley floor <100 Flat Nearly level Uniform Low Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0655400 1916 0740 C4 >200 cm Very few Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Surface coarse fragments: Common stones Surface cracks: Wide to very wide Surface sealing: None Land cover: Bush shrub grass land & Intensively cultivated Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: None Erosion status: Slight sheet and splash erosion 0-28 cm: Very dark gray (10YR 3/1)when dry, black (10YR 2/1) when moist; clay texture: moderate medium sub angular blocky structure, hard when dry, firm when moist, very sticky & very plastic when wet, many fine to coarse roots; common coarse pores; moderately calcareous; diffuse boundary. 28-90 cm: Very dark brown (10YR 2/2) when dry, black (10YR2/1) when moist; clay texture; strong coarse platy structure; very hard when dry, very firm when moist, very sticky & very plastic when wet; continuous prominent pressure face & slickenside; few white soft carbonate segregation; common fine and medium roots; common fine and medium pores; strongly calcareous; clear and smooth boundary 90-200 cm: Very dark brown (10YR 2/2) wnen moist; clay texture; very few fine rock fragment; strong coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet: continuous distinct slickenside; very few fine roots, common fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 7 V '’Ll ■ - • ■ —LTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-08 Mapping unit: Piso-ccVRcr-stC Status: Un sampled profile Date: 03/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Chromic) Coordinates, Long (N): 0784988 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Atelbachew & Eyouale Valley floor <100 Flat to gently undulating Very gently slope Uniform Low Level Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0655387 1895 0740 C4 >100 cm None Effective soil depth: Moderately deep Surface coarse fragments: Many stones and large boulders Surface cracks: Wide Surface sealing: None Land cover: Bush shrub grass land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: None Erosion status: Slight sheet and splash erosion 0-25 cm: Very dark gray(10YR 3/1) when moist; clay texture; strong medium & coarse sub angular blocky structure; very firm when moist; very sticky & very plastic when wet; many medium & coarse roots; many mediurrrpores; moderately calcareous ;diffuse boundary. 25-100 cm: Black (10YR 2/1) when moist; clay texture; strong coarse sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common fine and medium roots; common fine and medium pores; strongly calcareous. 100-165 cm: Very dark brown (10YR 2/2) when moist; clay texture; firm when moist, very sticky & very plastic when wet; compacted vesicular clay; few white soft carbonate segregation; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 8Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-09 Mapping unit: VB2moVRca-peB Status: Sampled profile Date: 04/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calcaric, Pellic) Coordinates, Long (N): 0786264 Author: Land form: Atelbachew & Eyouale Valley floor Elevation: Lat(E): 0655418 1899 Relief intensity: <100 Regional slope: Flat Map sheet No. 0740 C4 Slope class: Very gently slope Slope form: Convex Position: Medium Micro topography: Gilgai Parent material: Colluvial over alluvial Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Common stones Surface cracks: Medium Surface sealing: weak Land cover: Busti shrub grass land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight sheet and splash erosion 0-18 cm: Very dark gray (10YR3/1) when moist; clay texture; weak medium granular structure; very firm when moist, very sticky & very plastic when wet; common fine and. medium Toots; common fine and medium pores; strongly calcareous; diffuse boundary. ~ 18-119 cm. Black (10YR 2/1)when moist; clay texture; strong coarse sub angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation ; common fine roots; common fine and medium pores; strongly calcareous ;clear and smooth boundary. 119-200 cm: Very dark brown (10YR 2/2)when moist; clay texture; strong medium sub angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation ; few fine roots; few fine pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 9Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-10 Mapping unit: PimoVRca-huC Status: Un sampled profile Date: 04/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calcaric, Humic) Coordinates, Long (N): 0785991 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Atelbachew & Eyouale Valley floor <100 Flat Very gently slope Uniform High Level Colluvial over Alluvial Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0656379 1909 0740 C4 >200 cm None Surface coarse fragments: Few stones and gravel Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: None None Intensively cultivated land Rain fed arable cultivation None Erosion status: Slight sheet and splash erosion 0-23 cm: Very dark gray (10YR 3/1 ) when moist; clay texture; weak medium granular structure; very firm when moist, very sticky & very plastic when wet; patchy faint slickenside; common fine and medium rootsreommon fine and medium pores; moderately calcareous ;clear and smooth boundary. 23-103 cm: Black (10YR 2/1)when moist; clay texture; strong coarse angular blocky structure .firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation ; common fine roots; common fine and medium pores; strongly calcareous ;diffuse boundary. 103-200 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; strong medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation ; few fine roots; few fine pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 10Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-11 Mapping unit: VB2moVRca-peB Status: Sampled profile Date: 04/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols. (Humic,Pellic)^ Coordinates, Long (N): 0784949 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Atelbachew & Eyouale Plain <100 Flat Very gently slope Convex Medium None Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0656397 1691 0740 C4 156 cm Common Parent material: Alluvial deposits over in situ Effective soil depth: Very deep Surface coarse fragments: Common stones Surface cracks: Medium Surface sealing: None Land cover: Bush shrub grass land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: None Erosion status: Slight sheet and splash erosion 0-17 cm: Dark gray (10YR 4/1) when moist; clay texture; weak fine and medium granular structure; firm when moist; sticky & plastic when wet; common fine and medium roots; common fine and medium pores; slightly calcareous; diffuse boundary. 17-82 cm: Very dark gray (10YR3/1) when moist; clay texture; strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; few white both soft and hard carbonate segregation ; common fine roots ;common fine pores; strongly calcareous ;clear and smooth boundary. 82-156 cm: Very dark brown(7.5 YR 2.5/2 ) when moist; clay texture; weak medium granular structure; firm when moist, very sticky & very plastic when wet; patchy faint shiny faces, abundant white both hard and soft carbonate segregation & nodules , few fine roots; few fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 11Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-12 Mapping unit: VB1so-ccVRhu-peA Status: Sampled profile Date: 12/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates, Long (N): 0785030 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Atelbachew & Eyouale Valley floor <100 Flat to gently undulating Very gently slope Uniform High Level Colluvial deposits over Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0657442 1897 0740 C4 >200 cm None Surface coarse fragments: Few stones and gravel Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Medium None Intensively cultivated land Rain fed arable cultivation None Slight sheet and splash erosion 0-27 cm: Very dark gray (10YR 3/1) when moist; clay texture; moderate medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; patchy faint slickenside; common Tine and medium roots; common fine and medium pores; slightly calcareous ;diffuse boundary. 27-135 cm: Very dark brown (10YR 2/2) when moist; clay texture; moderate coarse sub angular blocky & angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside s; few white soft carbonate segregation ; common fine roots; common fine pores; strongly calcareous ; clear and smooth boundary. 135-200 cm: Black (10YR2/1) when moist; clay texture; strong medium angular blocky structure, friable to firm when moist; very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation; strongly calcareous. WWDSE in Association with ICT Final Feasibility Study Report Page 12Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-13 Mapping unit: VB2moVRca-peB Status: Un sampled profile Date: 04/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates: Long (N): 07B4025 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale Valley floor <100 Flat Nearly level Uniform Medium Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0657393 1882 0740 C4 >200 cm None Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Surface coarse fragments: Few stones Surface cracks: Medium Surface sealing: None Land cover: Open shrub land, Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: Erosion status: None None 0-28 cm: Very dark gray (10YR 3/1) when moist; clay texture; weak medium granular structure; firm when moist, very sticky & very plastic when wet; common coarse roots; many coarse pores; strongly calcareous; diffuse boundary. 28-90 cm: Black (10YR2/1 )when moist; clay texture; strong coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both soft and hard carbonate segregation; common fine and medium roots; common fine and medium pores; extremely calcareous ; clear and smooth boundary. 90-200 cm: Very dark brown (10 YR 2/2) when moist; clay texture; weak medium platy structure: firm when moist, very sticky & very plastic when wet; broken distinct pressure faces; abundant white both hard and soft carbonate segregation & nodules; few fine and medium roots; common fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 13Federal Democratic Republic of Ethiopia- Ministry of Water Resources 2^eas|bjUtyJ^udyandDetail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-14 Mapping unit: VB2moVRca-peB Status: Sampled profile Date: 01/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates, Long (N): 0783013 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale Valley floor <100 Flat Level Uniform Medium Lat (E): Elevation: Map sheet No. Depth to bedrock: 0657406 1868 0740 C4 >200 cm Rock out crops: None Surface coarse fragments: Common stones & coarse gravel Surface cracks: None Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Well drained Slow None Biennially 1-15 days Surface sealing: Land cover: Land use: Fertilizers: None Intensively cultivated land Rain fed arable cultivation None Erosion status: Slight sheet and splash erosion 0-30 cm: Black (10YR 2/1) when moist; clay texture; weak medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; common fine and medium roots; common fine and medium pores; strongly calcareous; diffuse boundary. 30-108 cm: Very dark brown (10YR2/2) when moist; clay texture; strong coarse platy structure; firm when moist, very sticky & very plastic when wet; continuous prominent pressure face; few fine root; few fine pores; strongly calcareous .clear and smooth boundary. 108-200 cm: Dark brown (10 YR3/3 )when moist; few yellowish brown mottle ;clay texture; strong medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside s; few white soft carbonate segregation ; few fine roots; very few fine pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 14Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-15 Mapping unit: VB2moVRca-peB Status: Un sampled profile Date: 06/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic )Coordinates, Long (N): 0783983 Author: Atelbachew & Eyouale Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Gently slope Slope form: Uniform Position: High Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Lat(E): 0658416 Elevation: 1871 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Few stones Surface cracks: Medium Surface sealing: None Land cover: Open shrub land & Intensively cultivated land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Slight sheet and splash erosion 0-18 cm: Very dark gray (10YR 3/1 )when moist; clay texture; weak medium granular structure; very firm when moist, very sticky & very plastic when wet; few white soft carbonate segregation ; many fine to coarse roots; common medium pores'^'siighfly calcareous .diffused boundary. 18-82 cm: Very dark brown (10YR2/2)when moist; clay texture; strong coarse sub angular blocky & angular blocky structure, firm when moist, very sticky & very plastic when wet; broken distinct slickenside; few white soft carbonate segregation ; common fine and medium roots; common fine and medium pores; moderately calcareous ; clear and smooth boundary. 82-200 cm: Dark grayish brown(10 YR4/2) when moist; clay texture; few stones rock fragment; weak medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; dominant white soft carbonate segregation ; few fine and medium roots; few fine and medium pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 15Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-16 Mapping unit: PiccVRpeC Status: Sampled profile Date: 27/06/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0787581 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Addisu & F/Mariam Valley floor <100 Flat to gently undulating Level Concave Low Level Alluvial Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0651412 1931 0740 C4 >200 cm None Effective soil depth: Very deep Surface coarse fragments: Common stones Surface cracks: None Surface sealing: None Land cover: Open shrub land & Intensively cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Slow None None Fertilizers: Erosion status: None None 0-26 cm: Very dark gray (10YR 3/1) when moist; clay loam texture; weak fine and medium granular structure; very friable when moist, sticky & plastic when wet; patchy faint clay; abundant fine and medium roots; abundant fine and medium pores; extremely calcareous ;clear and smooth boundary. 25-75 cm: Black (10YR2/1) when moist; clay texture; moderate medium angular blocky structure, friable when moist, very sticky & very plastic when wet; broken distinct slickenside; common white/ black both hard and soft carbonate/manganese segregation /nodules; many fine and medium roots; many fine and medium pores; extremely calcareous. 75-180 cm: Very dark grayish brown (10 YR3/2)when moist; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; many white soft carbonate segregation ; common fine roots; many fine pores, extremely calcareous . 180-200 cm: Very pale brown (10 YR 8/2 )when moist; clay loam texture; weak structure; firm when moist, sticky & plastic when wet; moderately cemented nodular carbonates; abundant white soft carbonate segregation ; few fine roots; common fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 16Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-17 Mapping unit: VB2moVRca-peB Status: Un sampled profile Date: 03/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calcaric, Pellic) Coordinates, Long (N): 0783088 Author: Atelbachew & Endalk Lat(E): 0658270 Land form: Valley floor Elevation: 1875 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: >200 cm Slope class: Nearly level Rock out crops: None Slope form: Uniform Surface coarse fragments: Common stones & coarse gravel Position: Medium Micro topography: Level Parent material: Alluvial deposits Effective soil depth : Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface cracks: Surface scaling: Land cover: Land use: Fertilizers: Fine and medium weak Intensively cultivated land Rain fed arable cultivation None Erosion status: Slight sheet and splash erosion 0-23 cm: Very dark gray (10YR 3/1)when moist; clay texture; weak medium granular structure; very firm when moist, very sticky & very plastic when wet; very few hard carbonate nodule ; many fine to coarse roots; many fine to coarse pores;- moderately calcareous ; diffuse boundary. 23-73 cm: Black (10YR2/1 )when moist; clay texture; weak coarse angular blocky & sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common white hard carbonate nodules; common fine and medium roots; common medium pores; strongly calcareous ; diffuse boundary. 73-135 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; few stones rock fragment; strong coarse sub angular blocky structure; firm when moist; very sticky & very plastic when wet; continuous prominent slickenside; common white hard carbonate nodules; few fine and medium roots; few termite or ant channel nests; common fine pores; strongly calcareous; clear and smooth boundary. 135-200 cm: Dark brown (10 YR3/3) when moist; clay texture; few stones rock fragment ; strong medium sub angular blocky structure; firm when moist , very sticky & very plastic when wet; continuous prominent slickenside; many white both hard and soft carbonate segregation & nodules; few fine roots; few fine pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 17Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-18 Mapping unit: VBIccVRpeA Status: Sampled profile Date: 02/07/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0781948 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale Valley floor <100 Flat Nearly level Uniform Medium Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0658577 1864 0740 C4 160 cm Few Micro topography: Animal tracks P a re n t m ate ria I: Alluvial deposits over in situ Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface coarse fragments: Common stones & large boulders Surface cracks: Medium Surface sealing: None Land cover: Intensively cultivated land. Bushed shrub grass land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight sheet and splash erosion 0-26 cm: Dark gray (10YR 4/1) when moist; clay texture; weak medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; many coarse roots; many coarse pores; strongly calcareous; diffuse boundary. 26-77 cm: Dark brown (10YR 3/3) when moist; clay texture; strong coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet, broken distinct slickenside; common fine and medium roots; few fine pores; strongly calcareous; clear and smooth boundary. 77-160 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; strong coarse sub angular blocky structure; very firm when moist, sticky & plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate segregation & nodules; few fine and medium roots; few fine pores, extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 18Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gaduia Irrigation Project Bale Gaduia irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-19 Mapping unit: VB1ccVRwn-crA Status: Sampled profile Date: 11/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0781917 Lat (E): 0659391 Elevation: 1855 Author: Atelbachew & Eyouale Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Effective soil depth: Drainage class: Drainage external: Water table: Valley floor <100 Flat to gently undulating Nearly level Uniform Medium Level Alluvial deposits over in situ Very deep Well drained Well None Map sheet No. 0740 C4 Depth to bedrock: 181 cm Rock out crops: Few Surface coarse fragments: Few stones Surface cracks: Fine to medium Surface sealing: None Land cover: /nfeos/vety cultivated land & bushed shrub grass land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight sheet and splash erosion Flooding: None 0-25 cm: Dark gray (10YR 4/1) when dry, very dark grayish brown (1QYR 3/2) when moist; clay loam texture; weak medium sub angular blocky structure; very hard when dry, firm when moist, sticky & plastic when wet; many medium and coarse roots; many medium and coarse pores; strongly calcareous; diffuse boundary. 25-60 cm: Very dark gray (10YR 3/1 )when moist; clay texture; many coarse columnar structure; very firm when moist, very sticky& very plastic when wet; broken distinct slickenside, few white soft carbonate segregation ; common fine and medium roots; common fine and medium pores; strongly calcareous ;diffuse boundary. 60-110 cm: Dark grayish brown (10 YR 4/2) when moist; clay texture; strong coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; compacted vesicular carbonate; common white soft carbonate segregation; common fine and medium roots; common fine and medium pores; strongly calcareous; clear and smooth boundary. 110-181 cm Dark brown(10 YR 3/3)when moist; clay texture; strong medium sub angular blocky & angular blocky structure; very firm when moist, very sticky & very plastic when wet ; continuous prominent slickenside, common white soft carbonate segregation ; few fine and medium roots; common fine pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 19Federal Democratic Republic of Ethiopia- Ministry of Water Resources ^£^^^y^^y and^Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-20 Mapping unit: VBIccVRpeA Date: Soil classification, FAO (2006): Calcic Vertisols (Pellic) Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Status: Un sampled profile 25/07/09 Coordinates, Long (N): 0783000 Endalk & Eyouale Valley floor <100 Flat Very gently slope Uniform Low Animal tracks Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0659400 1869 0740 C4 >150 cm None Effective soil depth: Deep Surface coarse fragments: Many stones & boulders Surface cracks: Medium Surface sealing: None La nd COVer: Moderately cultivated land, open grass & shrub land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: Erosion status: None Slight sheet and rill erosion 0-24 cm: Very dark brown (7.5 YR 2.5/3) when dry, dark reddish brown (5YR 3/3) when moist clay texture; weak fine and medium granular structure; hard when dry, friable when moist, sticky to very sticky & plastic to very plastic when wet; patchy faint slickenside; many fine to coarse roots; many fine to coarse pores; non calcareous; clear and smooth boundary. 24-58 Dark reddish brown (5 YR 3/3 )when moist ; clay texture; strong medium & coarse sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; broken distinct pressure face; common fine and medium roots; common fine and medium pores; slightly calcareous ;diffuse boundary. 58-100 Dark reddish brown (5 YR 2.5/2)when moist ; clay texture: strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent pressure face; few black hard nodules; few fine roots; few fine pores; slightly calcareous . 100-130: Dark reddish brown (5 YR2.5/2) when moist; clay texture; very sticky & very plastic when wet; slightly calcareous. 130-150: Dark reddish brown (2.5 YR 3/3) when moist; clay texture; many fine and medium gravel rock fragment; very sticky & very plastic when wet; slightly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 20Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.2 Data Base for Profile Description Soil Survey Study Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-21 Mapping unit: nIVReu Status: Un sampled profile Date: 25/07/09 Soil classification, FAO (2006): Endoleptic Vertisols (Eutric) Coordinates, Long (N): 0784930 Author: Tilahun & Dawit Lat (E): 0658380 Land form: Valley floor Elevation: 1911 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Gently undulating to undulating Depth to bedrock: >100 cm Slope class: Gently slope to sloping Rock out crops: Very few Slope form: Convex, Irregular Surface coarse fragments: Abundant stones & tew boulders Position: Medium Surface cracks: Fine to medium Micro topography: None Parent material: Colluvial deposits Effective soil depth: Moderately deep Drainage class: Well drained Drainage external: Rapid Water table: None Flooding: None Surface sealing: None Land cover: Moderately cultivated land, open bush & shrub land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: Erosion status: None Moderate rill & sheet erosion 0-30 cm: Very dark brown (10YR 2/2) when moist; clay texture; common coarse gravel rock fragment; moderate coarse granular structure; firm when moist, very sticky & very plastic when wet; very few white hard carbonate nodules ; abundant medium & coarse roots; abundant medium & coarse pores; clear and smooth boundary. 30-100 cm: Black (10YR 2/1) when moist, clay texture; common medium & coarse gravel rock fragment; moderate coarse granular structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate nodules & concretion; many fine and medium roots; many fine and medium pores; moderately calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 21Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soli Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-22 Mapping unit: VBIccVRpeA Status: Sampled profile Date: 28/06/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0782234 Author: Addisu Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0660428 1853 0740 C4 >200 cm None Slope form: Convex Position: Lowest Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Surface coarse fragments: Common stones & boulders Surface cracks: None Surface sealing: weak Land cover: Bush shrub grass land, predominantly cultivated land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: None 0-20 cm: Dark reddish brown (2.5YR 2.5/3) when moist; clay loam texture; weak medium granular structure; friable when moist, sticky & plastic when wet, abundant fine and medium roots;.- abundant fine and medium pores; strongly calcareous; clear and smooth boundary. 20-70 cm: Dusky red (2.5YR 3/2) when moist; clay texture; moderate medium sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet, continuous prominent slickenside; many fine and medium roots; many fine pores; strongly calcareous; clear and smooth boundary. 70-150 cm: Dark reddish brown (2.5YR 3/3)when moist; clay texture; strong medium & coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; moderately cemented nodular clay & carbonate; common white both hard and soft carbonate segregation ; common fine roots; common fine pores; extremely calcareous ; clear and smooth boundary. 150-200: Dusky red (2.5YR 3/2) when moist; clay texture; many fine and medium rock fragment; strong medium to coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; moderately cemented nodular clay & carbonate; many white both hard and soft carbonate segregation & nodules; very few fine roots; common fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 22Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-23 Mapping unit: VBIccVRpeA Status: Sampled profile Date: 28/06/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0782897 Author: Addisu Lat (E): 0660432 Land form: Valley floor Elevation: 1864 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: >200 cm Slope class: Nearly level Rock out crops: None Slope form: Uniform Surface coarse fragments: None Position: Lowest Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface cracks: Surface sealing: Very wide weak Land cover: Intensively cultivated land, Bushed shrub grass land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Moderate well drained Fertilizers: None Drainage external: Slow Erosion status: None 0-20 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; moderate coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct clay cutans; abundant fine and medium roots; abundant fine and medium pores; extremely calcareous; clear and smooth boundary. 20-115: Black (10 YR 2/1)when moist; clay texture; strong very coarse sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate segregation ; common fine and medium roots; many fine pores; extremely calcareous .clear and smooth boundary. 115-200: Black (10 YR2/1 )when moist; clay texture; common fine and medium gravel rock fragment; moderate coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; moderated cemented nodular clay & carbonate; abundant white both hard and soft carbonate segregation ; common fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 23Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-24 Mapping unit: VBIccVRpeA Status: Un sampled profile Date: 11/07/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0781011 Author: Atelbachew & Eyouale L a n d f o r m: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Very gently slope Slope form: Uniform Position: Low Micro topography: None Parent material: Alluvial deposits over in situ Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Lat (E): 0661340 Elevation: 1834 Map sheet No. 0740 C4 Depth to bedrock: 165 cm Rock out crops: Common Surface coarse fragments: Few stones Surface cracks: None Surface sealing: None Land cover: Sparsely cultivated land & Bushed shrub grass land Land use: Rain fed arable cultivation^ Extensive grazing Fertilizers: Erosion status: None Slight sheet & splash erosion 0-27 cm: Dark brown (7.5 YR 3/2) when dry, very dark gray (7.5YR 3/1) when moist; silty clay texture; weak medium granular structure; hard when dry, friable to firm when moist, slightly sticky & slightly plastic when wet; common fine and medium roots; common fine and medium pores; non calcareous; clear and smooth boundary. 27-100 cm: Dark red (2.5YR 3/6) when moist; clay loam texture; very few medium gravel rock fragment; moderate medium sub angular blocky structure; friable to firm when moist, slightly sticky & slightly plastic when wet; broken distinct shiny faces cutans; common fine and medium root; common fine and medium pores; slightly calcareous . 100-165 cm: Dark reddish brown (2.5 YR 3/4) when moist; clay texture; sticky & plastic when wet; slightly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 24Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Rale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-25 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 13/07/04 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0781994 Author: Atelbachew & Eyouale Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Very gently slope Slope form: Uniform Position: Medium Lat(E): 0661541 Elevation: 1837 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: None Surface cracks: Fine Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None Intensively cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-24 cm: Dark gray (10 YR 4/1)when moist; clay texture; weak medium granular structure; very firm when moist, very sticky & very plastic when wet; few white soft carbonate segregation ; common coarse roots; common fine and medium pores, moderately calcareous ; diffuse boundary. 24-128 cm: Dark grayish brown (10 YR 4/2)when moist; clay texture; strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; many white soft carbonate segregation ; common fine and medium roots; common fine and medium pores; strongly calcareous ; clear and smooth boundary. 128-200 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; strong medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; many white soft carbonate segregation; very few fine roots; very few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 25Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-26 Mapping unit: PiccVRhu-peC Status: Sampled profile Soil classification, Author: Land form: Relief intensity. Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Date: 13/07/09 FAO (2006): Calcic Vertisols (Humic, Pellic) Coordinates, Long (N): 0782343 Atelbachew & Eyouale Valley floor <100 Gently undulated Gently slope Uniform High Level Colluvial deposits over Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0662287 1838 0740 C4 >200 cm None Surface coarse fragments: Common stones Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Medium None Intensively cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-22 cm: Dark grayish brown (10 YR 4/2 )when moist; clay texture; weak medium sub angular . Jblocky structure; very firm when moist, very sticky & very plastic when wet; patchy faint clay cutans; many coarse roots; many coarse pores; strongly calcareous .diffuse boundary. 22-112 cm: Very dark gray (10 YR 3/1 )when moist; clay texture; strong medium sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white soft carbonate segregation ; common fine and medium roots; common fine and medium pores; strongly calcareous .clear and smooth boundary 112-200 cm: Dark gray (10 YR 4 /1 )when moist; clay texture; few stones rock fragment; moderate medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation ; very few fine roots; very few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 26Federal Democratic Republic of Ethiopia- Ministry of Water Resources FeasjblHty Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-27 Mapping unit: VBIccVRpeA Status: Sampled profile Date: 14/07/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0781038 Author: Land form: Atelbachew & Eyouale Valley floor Elevation: Lat (E): 0662413 1816 Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Very gently slope Map sheet No. 0740 C4 Depth to bedrock: 140 cm Rock out crops: Few Slope form: Position: Uniform Medium Micro topography: Level Parent material: Alluvial deposits over in situ Effective soil depth: Deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface coarse fragments: Common stones Surface cracks: None Surface sealing: weak Land cover: Settlement & Intensively cultivated land Land use: Residential use & rain fed arable cultivation Fertilizers: None Erosion status: Slight sheet & splash erosion 0-24 cm: Dark brown (7.5 YR 3/2) when dry, very dark gray (7.5 YR 3/1) when moist; clay texture; very few stones rock fragment, moderate med.ium granular structure; very hard when dry, friable to firm when moist, sticky & plastic when wet; many medium &coarse roots; few termite or ant channel and nests, many medium and coarse pores; slightly calcareous; clear and smooth boundary 24-83 cm: Dark brown (7.5 YR 3/3) when moist; clay texture; moderate medium granular & sub angular blocky structure; firm when moist, very sticky & very plastic when wet; patchy /broken faint /distinct shiny face /slickenside; common fine and medium roots; common fine and medium pores; slightly calcareous: diffused boundary. 83-140 cm: Dark reddish brown (5 YR 3/3) when moist; clay texture; few fine gravel rock fragment; strong medium sub angular blocky structure, firm when moist, very sticky & very plastic when wet. broken distinct shiny face, few white soft carbonate segregation ; few fine and medium roots; common fine pores; moderately calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 27Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-28 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 01/07/08 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0780036 Author: Land form: Atelbachew, Eyouale Valley floor Relief intensity: <100 Elevation: Map sheet No. Lat (E): 0663401 1798 0740 C4 Regional slope: Flat to gently undulating Depth to bedrock: >200 cm Slope class: Very gently slope Rock out crops: None Slope form: Convey. Surface coarse fragments: Few coarse gravel & stones Position: Medium Surface cracks: Wide Micro topography: Level Surface sealing: weak Parent material: Effective soil depth Alluvial deposits i: Very deep Land cover: Settlement & Intensively cultivated land Land use: Residential use & rain fed arable cultivation Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Fertilizers: Erosion status: None Slight sheet & splash erosion 0-25 cm: Dark grayish brown (10 YR 3/2 ) when moist; clay texture; weak fine granular structure; friable when moist, very sticky & very plastic when wet; few white both hard and soft carbonate nodules ; many coarse roots; many coarse pores; strongly calcareous ;clear and smooth boundary. 25-95 cm: Very dark gray (10 YR 3/1) when moist; clay texture; very few medium gravel rock fragment; moderate coarse sub angular blocky structure; very firm when moist; very sticky & very plastic when wet; continuous prominent slickenside; cemented nodular clay & carbonate; common white both hard and soft carbonate nodules & segregation, common medium roots; common fine and medium pores; extremely calcareous; clear and smooth boundary. 95-140 cm: Dark gray (10 YR 4/1) when moist; clay texture; moderate medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; many white both hard and soft carbonate nodules & segregation ; few fine roots; few fine pores; extremely calcareous ; diffuse boundary. 140-200 cm: Dark grayish brown (10 YR 4/2)when moist; clay texture; moderate medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; dominant white both hard and soft carbonate nodules & segregation ; few fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 28Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-29 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 14/07/09 Soil classification, FAO (2006Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 07B1035 Lat (E): 0663223 Elevation: 1801 Author: Atelbachew & Mekuria Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: >200 cm Slope class: Nearly level Rock out crops: None Slope form: Uniform Surface coarse fragments: Few coarse gravels & stones Position: Medium Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface cracks: Surface sealing: Fine to medium None Land cover: Intensively cultivated land & bushed shrub grass land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Well drained Fertilizers: None Drainage external: Well Erosion status: Slight sheet & splash erosion 0-22 cm: Very dark gray (10YR3/1) when moist; clay.texture; moderate medium granular structure; very firm when moist, very sticky & very plastic when wet; abundant coarse roots; many coarse pores; moderately calcareous; clear and smooth boundary. 22-110 cm: Very dark brown (10 YR 2/2) when moist; clay texture; strong coarse sub angular blocky & angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common fine and medium roots; common fine and medium pores; moderately calcareous; diffuse boundary. 110-200 cm: Black (10 YR 2/1) when moist; clay texture; strong medium sub angular blocky structure, friable to firm when moist, very sticky & very plastic when wet; continuous distinct slickenside; few white soft carbonate segregation ; few fine and medium roots; common fine pores; moderately calcareous. WWDSE in Association with ICT Final Feasibility Study Report Page 29Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-30 Mapping unit: PiccVRhu-peA Status: Un sampled profile Date: 18/07/09 Soil classification, FAO (2006Calcic Vertisols (Humic, Pellic), Stony phase Coordinates, Long (N): 0781973 Lat (E): 0663335 Elevation: 1819 Author: Alemu & Eyouale Land form: Plain Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Gently undulated Depth to bedrock: >200 cm Slope class: Gently slope Rock out crops: None Slope form: Uniform Position: Medium Micro topography: None Surface coarse fragments: Common stones Surface cracks: Wide Surface sealing: None Parent material: Colluvial over Alluvial Land cover: Moderately cultivated land Effective soil depth: Very deep Land use: Rain fed arable cultivation Drainage class: Moderate well drained Fertilizers: None Drainage external: Well Erosion status: Slight sheet & splash erosion Water table: None Flooding: None 0-30 cm: Dark gray (10 YR 4/1) when moist, clay texture; few coarse gravel rock fragment; moderate medium and coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet, dominate fine roots; dominant fine pores; moderately calcareous, clear and smooth boundary. 30-80 cm: Very dark gray (10 YR 3/1)when moist; clay texture, common medium and coarse gravel rock fragment; moderate coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken prominent slickenside: few white both hard and soft carbonate segregation & nodules; abundant fine roots; abundant fine pores; strongly calcareous; gradual and smooth boundary. 80-150 cm: Dark gray (10 YR 4/1)when moist; clay texture; common medium gravel rock fragment; moderate coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white both hard and soft carbonate segregation & nodules; common fine roots; common fine pores; strongly calcareous ; gradual and smooth boundary. 150-1200 cm: Very dark grayish brown (10 YR 3/2)when moist; clay texture: common medium gravel rock fragment, moderate coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate segregation & concretion; very few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 30Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-31 Mapping unit: VB1moVRca-wnA Status: Un sampled profile Date: 22/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calric. Hyposodic) Coordinates, Long (N): 0781941 Author: Land form; Relief intensity: Regional slope: Slope class: Slope form: Position: Addisu & Eyouale Valley floor <100 Flat to gently undulating Level Uniform Medium Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0664434 1809 0740 C4 >200 cm None Surface coarse fragments: None Micro topography: Level/Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Moderate well drained Slow None None Surface cracks: Surface sealing: Land cover; Land use: Fertilizers: Erosion status: Wide weak Intensively cultivated land Rain fed arable cultivation None None 0-20 cm: Very dark gray (10 YR 3/1) when moist; clay texture; moderate medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; abundant fine and medium roots; abundant fine and medium pores; extremely calcareous; clear boundary. 20-90 cm: Black (10 YR2/1) when moist; clay texture, strong medium angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate segregation ; many fine roots; many fine pores; extremely calcareous .clear boundary. 90-165 cm: Very dark grayish brown (10 YR 3/2)when moist; clay texture; weak medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct clay cutans ; moderately cemented nodular clay & carbonate; many white both hard and soft carbonate segregation & concretion ; few fine roots, few fine pores; extremely calcareous ; clear boundary. 165-200 cm: Very dark gray (10 YR 3/1) when moist; clay texture; moderate fine and medium angular blocky & sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside, many white both hard and soft carbonate segregation ; few fine pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 31Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-32 Mapping unit: VB1moVRca-wnA Status: Sampled profile Date: 04/07/09 Soil classification, FAO (2006): Mollie Vertisols (Caine, Hyposodic) Coordinates, Long (N): 0780990 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Kinfe & Eliays Valley floor <100 Flat to gently undulating Nearly level to very gently Uniform Low Animal tracks Alluvial deposits Elevation: 1811 Map sheet No. Depth to bedrock: Rock out crops: Lat (E): 0664399 0740 C4 145 cm Common Effective soil depth: Deep Surface coarse fragments: Common stones & boulders Surface cracks: Fine to medium Surface sealing: None Land cover: Moderately cultivated land, open bush & shrub land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: Erosion status: None Moderate sheet & rill erosion 0-30 cm: Very dark brown (7.5 YR 2.5/2)when moist ; clay texture; moderate fine and medium granular structure; very firm when moist, very sticky & very plastic when wet; patchy faint clay; many fine and medium roots; few termite or ant channels and nests; abundant medium and coarse pores; non calcareous; diffuse boundary. 30-80 cm: Dark brown (7.5 YR 3/3)when moist; clay texture; strong fine and medium angular blocky structure; firm when moist, very sticky & very plastic when wet; patchy distinct clay; few white hard carbonate nodules ; many fine and medium roots; few termite or ant channels and nests; many medium and coarse pores; non calcareous; diffuse boundary. 80-145 cm: Very dark brown (7.5 YR 2.5/3) when moist; clay texture, few fine and medium gravel rock fragment, strong fine and medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct clay; common white both hard and soft carbonate concretion & nodules; common fine roots; few termite or ant channels and nests; many medium to coarse pores, extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 32Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-33 Mapping unit: VB2ccVRwn-peB Date: Status: Un sampled profile 06/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0780056 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Abertiam & Kinfe Valley floor <100 Gently undulated Gently slope Uniform Low Level Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0664408 1894 0740 C4 200 cm None Surface coarse fragments: Common stones & boulders Surface cracks: Surface sealing: Fine to medium None Land cover: Moderately cultivated land & open wood land Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Moderate well drained Slow None None Land use: Fertilizers: Erosion status: Rain fed arable cultivation DAP 100kg Slight sheet & splash erosion 0-30 cm: Very dark grayish brown (10YR 3/2)when moist; clay texture, strong medium & coarse angular blocky structure; very firm-when moist, very sticky & very plastic when wet; broken distinct clay cutans; common white both hard and soft carbonate segregation & nodules ; many fine and medium roots; many medium and coarse pores; strongly calcareous; diffuse boundary. 30-120 cm: Very dark gray (10YR 3/1)when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet, continuous prominent slickenside; common white both hard and soft carbonate segregation & nodules ; common fine roots; many fine and medium pores; strongly calcareous ; diffuse boundary. 120-190 cm: Black (10YR 2/1)when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate concretion & nodules; few very fine roots; many fine and medium pores; strongly calcareous ; diffuse boundary.’ 190-200 cm: Dark yellowish brown (10 YR 3/4)when moist; sandy clay loam texture; moderate fine and medium sub angular blocky structure; friable when moist, slightly sticky & slightly plastic when wet; many white both hard and soft carbonate concretion & nodules; many medium & coarse pores; strongly calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 33Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-34 Mapping unit: VB1moVRca-wnA Status: Sampled profile Date: 18/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N): 0781104 Lat (E): 0665287 Author: Alemu & Eyouale Land form: Plain Elevation: 1788 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: <140 cm Slope class: Very gently slope Rock out crops: Few Slope form: Uniform Position: Low Micro topography: Level Surface coarse fragments: Many large boulders & stones Surface cracks: Fine Surface sealing: weak Parent material: Alluvial deposits over basalt Land cover: Bushed shrub grass land & sparsely cultivated land Land use: Rain fed arable cultivation Drainage class: Well drained Fertilizers: None Drainage external: Well Effective soil depth: Deep Water table: None Flooding: None Erosion status: Slight sheet & splash erosion 0-30 cm: Dark grayish brown (10 YR 4/2) when moist; clay texture; very few large boulders rock fragment; moderate medium granular structure; friable when moist, sticky & plastic when wet; abundant fine and medium roots, abundant fine and medium pores; non calcareous; clear and smooth boundary. 30-80 cm: Dark brown (7.5YR 3/2 ) when moist; clay texture; very few large boulders rock fragment; weak coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken prominent slickenside; common white both hard and soft carbonate segregation & concretion ; common fine roots; common fine pores; slightly calcareous .gradual and smooth boundary. 80-140 cm: Brown (7.5 YR 4/3) when moist; clay texture; moderate coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate segregation & concretion; very few & very fine roots; very few & very fine pores; slightly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 34Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-35 Mapping unit: VB1moVRca-wnA Status: Sampled profile Date: 16/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calric. Hyposodic) Stony phase Coordinates, Long (N): 0782041 Lat (E): 0665415 Elevation: 1788 Author: Atelbachew & Eyouale Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat to gently undulating Slope class: Very gently slope . Slope form: Convex Position: High Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Few stones & coarse gravel Surface cracks: Fine Surface sealing: None Land cover: Intensively cultivated land & open shrub land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: Erosion status: Flooding: None None Slight sheet & splash erosion 0-26 cm: Very dark brown (10 YR 2/2 )when moist; clay texture; moderate medium granular structure; friable to firm when moist, very sticky & very plastic when wet; patchy faint slickenside; common fine and medium roots, common coarse pores; moderately calcareous; diffuse boundary. 26-80 cm: Black (10 YR 2/1)when moist; clay texture; moderate coarse sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous distinct slickenside; few white soft carbonate segregation ; common fine roots; common fine and medium pores; strongly calcareous ;clear and smooth boundary 80-137 cm: Very dark gray (10YR 3/1) when moist, clay texture; moderate medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous distinct slickenside; common white soft carbonate segregation ; very few fine roots; common fine pores; strongly calcareous ;clear and smooth boundary. 137-200 cm: Dark gray (10 YR 4/1) when moist; clay texture; moderate medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous distinct slickenside; common white soft carbonate segregation; common fine pores; strongly calcareous. 200-240 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; very sticky & very plastic when wet; many white both hard and soft carbonate segregation & nodules; extremely calcareous. 240-370 cm: Dark gray (10YR 4/1) when moist; clay texture; very sticky & very plastic when wet; many white both hard and soft carbonate segregation & nodules; extremely calcareous. 370-450 cm: Dark grayish brown (10 YR4/2) when moist; clay texture, very sticky &very plastic when wet; many white both hard and soft carbonate segregation & nodules; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 35Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-36 Mapping unit: VB1moVRca-wnA Status: Sampled profile Date: 16/02/09 Soil classification, FAO (2006):): Mollie Vertisols (Calric, Hyposodic), Stony phase Coordinates, Long (N): 0782020 Lat (E): 0666344 Elevation: 1769 Author Land form: Relief intensity: Regional slope: Slope class: Atelbachew & Eyouale Valley floor <100 Map sheet No. 0740 D3 Flat to gently undulating Depth to bedrock: >200 cm Very gently slope Rock out crops: Few Slope form: Uniform Surface coarse fragments: common stones & large boulders Position: Medium Surface cracks: Fine Micro topography: Level Surface sealing: weak Parent material: Alluvia! deposits Over in SitU Land COVer: Intensity cultivated land. Bushed shrub grassland Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Slight sheet & splash erosion 0-27 cm: Dark gray (10 YR 4/1) when dry, very dark gray (10YR3/1) when moist, clay texture; weak medium granular structure; very hard when dry, firm When moist, very sticky & very plastic when wet; many medium and coarse roots; many medium and coarse pores; diffused bounaary. 27-82 cm Very dark grayish brown (10 YR 3/2) when moist; clay texture; strong coarse sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct sDckenside; few white soft carbonate segregation ; common fine and medium roots; common medium and coarse pores; strongly calcareous; diffused boundary. 82-127 cm: Very dark gray (10 YR 3/1 )when moist; clay texture; strong coarse sub angular blocky structure, firm when moist, very sticky & very plastic when wet; patchy /broken faint /distinct pressure face /slickenside; few white soft carbonate segregation ; common fine and medium roots, common fine and medium pores; strongly calcareous; clear and smooth boundary. 127-200 cm Dark brown (7.5 YR 3/4 )when moist, clay texture; strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; patchy faint slickenside; few white soft carbonate segregation ; very few fine roots; very few fine pores, strongly calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 36Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-37 Mapping unit: VB1ccVRwn-crA Status: Sampled profile Date: 17/06/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0781035 Lat (E): 0666406 Elevation: 1768 Author: Atelbachew & Eyouale Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Valley floor <100 Flat Very gently slope Irregular Low Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 >167 cm None Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: We//drained Drainage external: Well Water table: None Flooding: None Surface coarse fragments: Few stones Surface cracks: W/de Surface sealing: None Land cover: Bushed shrub grass land i Moderately land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers; Erosion status: None Slight sheet &splash erosion 0-23 cm: Dark gray (10YR 4/1) when moist; clay texture, weak medium sub angular blocky structure; firm when moist? very sticky & very plastic when wet; few white soft carbonates segregation; many coarse roots; many coarse pores; strongly calcareous; diffused boundary. 23-100 cm: Very dark grayish brown (10YR 3/2 )when moist; clay texture; strong coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside ; few white soft carbonates segregation; many medium and coarse roots; common medium and coarse pores; strongly calcareous; clear and smooth boundary. 100-167 cm: Dark brown (10 YR 3/3) when moist; clay texture; strong coarse sub angular blocky structure, firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white soft carbonates segregation; few fine roots; few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 37Fodornl Democratic Republic of Ethiopia* Ministry of Wator Rosourcon Fonnlblllty Study and Dotnll Doolpn of Onio Gnduln Irrigation Projoct Annex 4.2 Dntn Bnoo for Profllo Description Soil Survey Study Hale Gailula irrigation project Profllo codo: I3GP-38 Mapping unit: VB1ccVRwn-crA SOIL PROFILE DESCRIPTION Status: Un sampled profile Author: Date: 14/07/09 Soli classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0782019 Lat (E): 0667398 Elovatlon: 1303 0740 D3 100 cm None Ktnfo & Fasil Land form: Valley floor Rollof Intensity: <100 Map sheet No. Regional slope: F/af Depth to bedrock: Slope class: Very gently slopo Rock out crops: Slope form: Uniform Surface coarse fragments: None Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Deep Surface cracks: Surface sealing: Land cover: Medium weak Intensively cultivated land Land use: Rain fed arable cultivation Drainage class: Moderately well drained Fertilizers: None Drainage external: Slow Erosion status: Slight wind and water erosion Water table: None Flooding: None 0-20 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong rpedium to coarse granular structure; extremely firm when moist, very sticky & very plastic when wet; many fine to coarse roots; many medium and coarse pores; extremely calcareous. 20-55 cm: Very dark brown (10 YR 2/2) when moist; few reddish brown mottle; clay texture; strong medium and coarse angular blocky structure; extremely firm when moist, very sticky & very plastic when wet, broken faint & distinct clay; common white hard carbonates nodules; many fine roots; many fine and medium pores; extremely calcareous. 55-100 cm: Black (10 YR 2/1)when moist; few reddish brown mottle; clay texture; strong medium and coarse angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both soft and hard carbonates segregation & nodules; few very fine roots; many fine and medium pores; extremely calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 38Fodoral Democratic Ropublic of Ethiopia* Ministry of Water Resources Feasibility Study and Dotall Design of Balo Gadula Irrigation Project Bule Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-39 Mapping unit: VB2haLVhe-crB Status: Sampled profile Date: 09/07/09 Soil classification, FAO (2006): Haplic Luvisols (Hypereutric, clayic) Coordinates, Long (N): 0793007 Lat (E): 0668385 Elevation: 1736 Author: Kinfe & Eliays Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Nearly level Slope form: Uniform Position: Low Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Map sheet No. 0740 D3 Depth to bedrock: >185 cm Rock out crops: None Surface coarse fragments: Very few stones Surface cracks: Fine to medium Surface sealing: None Land cover: Intensively cultivated land, open shrub & bush land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Slight sheet & splash erosion 0-30 cm: Dark brown (7.5 YR 3/3) when moist; silty clay texture; strong medium to coarse granular structure; firm when moist, sticky & plastic when wet; many medium and coarse roots; abundant medium and coarse pores; non calcareous, clear and smooth boundary. 30-130 cm: Very dark brown (7.5 YR 2.5/2) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent cutans; few white both hard and soft carbonates nodules & concretion ; common fine and medium roots; many fine and medium pores; extremely calcareous ; clear and smooth boundary 130-185 cm: Dark red (2.5 YR 4/6) when moist; clay texture; many medium and coarse gravel rock fragment; strong medium and coarse angular blocky structure; firm when moist, sticky & plastic when wet; continuous prominent cutans; abundant white both hard and soft carbonates nodules & concretion; many medium and coarse pores; extremely calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 39Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-40 Mapping unit: VB1ccVRwn-crA Status: Sampled profile Date: 09/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0781998 Lat (E): 0668399 Elevation: 1736 Author. Kinfe & Eliays Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Nearly level to very gently Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 >200 cm None . Slope form: Uniform to Concave Surface coarse fragments: Very few stones Position: Low Surface cracks: Fine to medium Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Surface sealing: None Lan d cover: Moderately cubvated land, open shrub & bush land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: DAP100kg/ha Erosion status: Moderate rill & gully erosion 0-20 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and medium granular structure; firm when moist, very sticky & very plastic when wet; patchy faint clay cutans; common white both hard and soft carbonate segregation & nodules ; many fine and medium roots, many fine and medium pores; extremely calcareous ;diffused boundary. 20-80 cm: Black (10 YR 2/1)when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet broken distinct slickenside, common white soft carbonates segregation ; many fine roots; many fine pores; extremely calcareous ;diffused boundary. 80-115 cm: Very dark grayish brown (10 YR 3/2 )when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; many white soft carbonates segregation nodules; common very fine roots; many fine pores; extremely calcareous ; clear boundary. 115-200 cm: Very dark gray (10 YR 3/1)when moist; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous distinct slickenside, many white both soft and hard carbonates segregation & nodules; common very fine roots; many fine pores; extremely calcareous carbonate. WWDSE In Association with ICT Final Feasibility Study Report Page 40Federal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-41 Mapping unit: VBIccVRwn-crA Status: Un sampled profile Date: 09/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0782126 Lat (E): 0669516 Elevation: 1725 Author: Addisu & Eyouale Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Gently undulated Depth to bedrock: 200 cm Slope class: Very gently slope Rock out crops: None Slope form: Uniform Position: Medium Surface coarse fragments: None Surface cracks: Wide Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface sealing: Land cover. None Bushed shrub grass land Land use: Extensive grazing Drainage class: Well drained Fertilizers: None Drainage external: Well Erosion status: None 0-10: Very dark gray (10YR3/1 )when moist; clay texture, moderate medium granular structure; very firm when moist, very sticky & very plastic when wet common white both hard and soft carbonate segregation ; many medium and coarse roots; many fine and medium pores; extremely calcareous ;clear boundary. 10-95: Very dark grayish brown (10 YR 3/2) when moist clay texture; moderate medium and coarse angular blocky structure; very firm when moist very sticky & very plastic when wet; broken distinct slickenside ; many white both hard and soft carbonate segregation ; many medium and coarse roots; many medium and coarse pores; extremely calcareous .clear boundary. 95-120: Dark gray (10 YR 4/1) when moist; clay texture; moderate medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; abundant white both hard and soft carbonate segregation , common fine and medium roots; common fine and medium pores; extremely calcareous .clear boundary. 120-200: Very dark brown (10YR 2/2) when moist; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate segregation ; common fine and medium roots; abundant fine and medium pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 41Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-42 Mapping unit: VB1ccVRwn-crA Status: Sampled profile Date: 22/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0781964 Lat (E): 0670326 Elevation: 1704 Author: Addisu & Eyouale Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Flat to gently undulating Depth to bedrock: >200 cm Slope class: Nearly level to very gently Rock out crops: None Slope form: Irregular Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None ’ Surface coarse fragments: None Surface cracks: Wide Surface sealing: weak Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Fertilizers: None Erosion status: None 0-20 cm: Very dark gray (10 YR 3/1)when moist; silty clay texture; weak fine and medium angular blocky structure, firm when moist, sticky & plastic when wet; broken distinct slickenside; many white both hard and soft carbonate segregation ; common medium and coarse roots; abundant fine and medium pores; extremely calcareous: diffused boundary. 20-66 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; moderate medium and coarse sub angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; patchy faint clay cutans; cemented nodular clay & carbonate; abundant white both hard and soft carbonate segregation & nodules; few fine roots; common termite or ant channel and nests; many fine pores; extremely calcareous; clear and smooth boundary. 65-135 cm: Very dark gray (10YR 3/1) when moist; clay texture; moderate medium and coarse sub angular blocky structure; friable when moist, very sticky & very plastic when wet; broken distinct slickenside; abundant white both hard and soft carbonate segregation & nodules; common termite or ant channel and nests; abundant fine pores; extremely calcareous; clear and smooth boundary. 135-200 cm: Dark grayish brown (10YR 4/2 )when moist; clay texture: moderate fine and medium angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slicken sides, abundant white both hard and soft carbonate segregation ;many fine and medium pores; extremely calcareous . WWDSE In Association with ICT Final Feasibility Study Report Page 42Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-43 SOIL PROFILE DESCRIPTION Mapping unit: PiccLVhe-crC Status: Sampled profile Date: 23/07/09 Soil classification, FAO (2006): Calcic Luvisols (Hypereutric, Chromic) Coordinates, Long (N): 0781000 Lat (E): 0670400 Elevation: 1979 Author: Fekadu & Taddese Land form: Valley floor Relief intensity: <100 Map sheet No. Regional slope: Gently undulated Depth to bedrock: Slope class: Gently slope Rock out crops: Slope form: Uniform Position: Low 0740 D3 >200 cm None Surface coarse fragments: Very few stones Surface cracks: Medium Micro topography: None Surface sealing: None Parent material: Alluvial deposits over colluvial Land cover: Open shrub land Effective soil depth: Very deep Land use: Nomadism Drainage class: Well drained Fertilizers: None Drainage external: Well Erosion status: None Water table: None Flooding: None 0-35 cm: Dark brown (7.5 YR 3/2 )when dry. very dark brown (7.5YR 2.5/3)when moist; clay loam texture; strong fine and medium granular structure; hard when dry. very friable when moist, sticky & plastic when wet; many fine to coarse roots; common earth worm channels ; many fine to coarse pores; strongly calcareous. 35-110 cm: Very dark gray(7.5 YR 3/1)when dry, dark brown (7.5YR 3/2 )when moist; clay loam texture; strong medium and coarse angular blocky structure; hard when dry. very friable when moist, sticky & plastic when wet. broken faint clay cutans; common fine roots; few earth worm channels ; many fine and medium pores; strongly calcareous. 110-180 cm: Very dark brown (7.5 YR 2.5/3) when moist; clay texture; few fine gravel rock fragment; medium and coarse angular blocky structure; firm when moist, sticky & plastic when wet; broken distinct clay cutans; compacted platy clay; very few very fine roots; many fine and medium pores; strongly calcareous 180-200 cm: Dark brown (7.5 YR 3/3)when moist; clay texture; few fine gravel rock fragment; medium and coarse angular blocky structure; firm when moist, sticky & plastic when wet; broken distinct clay cutans; compacted platy clay; common red soft iron segregation ; very few very fine roots; few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 43Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-44 SOIL PROFILE DESCRIPTION Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 24/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0781120 Author: La n d fo rm: Fekadu & Taddese Valley floor Lat (E): Elevation: 0671340 1700 Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Position: Uniform Lowest Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well drained Water table: Unknown Flooding: Unknown Map sheet No. 0740 D3 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Very few stones Surface cracks: Medium Surface sealing: weak Land cover: Sparsely cultivated land, bushed shrub grass land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: None 0-15 cm: Very dark gray (10YR 3/1) when dry, black (10YR 2/1)when moist; clay texture; moderate fine and medium granular structure; slightly hard when dry .very friable when moist, very sticky & very plastic when wet; common fine and medium roots; common fine and medium pores; strongly calcareous; clear and smooth boundary. 15-67 cm: Black (10 YR 2/1) when moist; clay texture; moderate fine and medium angular blocky & sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few fine roots; few fine pores; strongly calcareous. 67-103 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; moderate fine and medium angular blocky & sub angular blocky structure; friable when moist, very sticky & very plastic when wet; broken prominent slickenside; compacted vesicular clay, very few fine roots; very few fine pores; strongly calcareous. 103-200 cm: Very dark gray (10 YR 3/1)when moist; clay texture; moderate fine and medium angular blocky & sub angular blocky structure, firm when moist, very sticky & very plastic when wet; broken distinct slickenside: few white soft carbonate segregation; very few very fine root; very few very fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 44Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-45 Mapping unit: VB1vrLPca-huA Status: Sampled profile Date: 24/07/09 Soil classification, FAO (2006): Vertic Leptosols ( Calcaric, Humic) Coordinates, Long (N): 0782072 Lat (E): 0671416 Elevation: 1688 Author: Addisu & Eyoulae Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Nearly level Slope form: Convex to Concave Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 40 cm None Surface coarse fragments: Common stones & many boukiers Position: Lowest Micro topography: Level Parent material: Basalt Effective soil depth: Shallow Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface cracks: Surface sealing: Land cover. Land use: Fertilizers: Erosion status: None weak Intensively cultivated land Rain fed arable cultivation None None 0-32 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; weak medium granular structure; very friable when moist, very sticky & very plastic when wet; common white both hard and soft carbonate segregation & nodules; common fine and medium roots; many fine and medium pores; extremely calcareous.; clear and smooth boundary. 32-40 cm: Saprolite; dominant white hard carbonate nodules; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 45Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-46 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 17/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, PellicJ Coordinates, Long (N): 0780958 Author: Land form: kinfe & Tilahun Valley floor Elevation: Lat (E): 0672428 1670 Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform Map sheet No. 0740 D3 Depth to bedrock: 200 cm Rock out crops: None Surface coarse fragments: Few stones Position: Low Surface cracks: Fine Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table; None Flooding: None Surface sealing: weak Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Fertilizers: Erosion status: None Slight water and wind erosion 0-30 cm: Very dark gray (10 YR 3/1) when moist, clay texture; strong medium and coarse granular structure, very firm when moist, very sticky &• very plastic when wet; many medium and coarse roots, few termite or ant channel and nests; many medium and coarse pores; extremely calcareous; diffuse boundary. 30-110 cm: Very dark brown (10YR 2/2) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet, broken distinct slickenside; few white both hard and soft carbonate segregation & nodules; common fine and medium roots; few termite or ant channel & nests; many fine and medium pores; extremely calcareous; clear and smooth boundary. 110-200 cm: Dark brown (10 YR 3/3) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common white/ black both hard and soft carbonate /manganese segregation & nodules; few very fine roots; many fine and medium pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 46Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-47 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, PellicJ 0782045 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: kinfe & Tilahun Valley floor <100 Gently undulated Gently slope Uniform Low Gilgai Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 18/07/09 Coordinates, Long (N): 0672375 1674 0740 D3 >100 cm None Surface coarse fragments: None Surface cracks: Wide Surface sealing: weak Effective soil depth: Moderately deep Land cover: Bushed shrub grass land 4 moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well None None Fertilizers: Erosion status: None Slight sheet & splash erosion 0-20 cm: Very;*dark brown (10 YR 2/2) when moist; clay texture; strong medium and coarse granular structure; very firm when moist, very sticky & very plastic when wet; common fine and medium roots; many medium and coarse pores; moderately calcareous; diffuse and smooth boundary. 20-60 cm: Black (10YR 2/1) when moist clay texture; strong fine and medium sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; patchy faint clay ; common white hard carbonate nodules; few fine roots; many fine pores; moderately calcareous; diffuse and smooth boundary. 60-100 cm: Very dark gray (10YR 3/1)when moist ; clay texture, strong fine and medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside, many white hard carbonate nodules; few very fine roots; many fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 47Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-48 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 13/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellicj Coordinates, Long (N): 0782021 Lat (E): 0673412 Elevation: 1660 Author: Kinfe & Aberham Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Effective soil depth: Drainage class: Drainage external: Water table: Valley floor <100 Flat to gently undulating Very gently slope Concave Low Level Alluvial deposits Very deep Moderate well drained Slow None Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 200 cm None Surface coarse fragments: None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Flooding: None Fine to medium weak Intensively cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-30 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong medium and coarse granular structure, extremely firm when moist, very sticky & very plastic when wet; few white soft carbonate segregation; many fine and medium roots; many medium and coarse pores; strongly calcareous ; diffuse boundary. 30-60 cm: Black (10 YR 2/1)when moist; clay^texture; strong medium and coarse angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; few white both hard and soft carbonate segregation & nodules, common very fine roots; many fine pores; extremely calcareous ; diffuse boundary. 60-140 cm: Dark gray (10 YR 4/1) when moist; clay texture; strong fine and medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; patchy faint clay; common white both hard and soft carbonate segregation & nodules; few very fine roots; many fine pores; extremely calcareous ; diffuse boundary. 140-200 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few /many black/white soft/both hard and soft manganese /carbonate segregation & nodules; few very fine roots; many fine pores; extremely calcareous. 200-300 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; firm when moist, very sticky & very plastic when wet; many white both hard and soft carbonate segregation & nodules; many very fine pores; extremely calcareous. 300-400 cm: Very dark brown (10 YR 2/2) when moist; clay texture; firm when moist, very sticky & very plastic when wet; many white soft carbonate segregation; many very fine pores; extremely calcareous. 400-450 cm: Dark brown (10YR 3/3) when moist; common yellowish brown mottle; clay texture; firm when moist, very sticky & very plastic when wet; many white soft carbonate segregation; many very fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 48Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-49 Mapping unit: VB2VRhyso-peB Status: Un sampled profile Date: 17/07/09 Soil classification, FAO (2006): Hypo-sodic Vertisols (Pellic) Coordinates, Long (N): 0780998 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Alemu Valley floor <100 Flat Very gently slope Convex Low Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0673404 1338 0740 D3 <100 cm Few Surface coarse fragments: Many large boulders & stones Surface cracks: W/de Surface sealing: Alluvial deposits over basalt Land cover: Effective soil depth: Moderately deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Land use: Fertilizers: Erosion status: None Sparsely cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-40 cm: Very dark gray (10YR 3/1) when moist; clay texture; moderate coarse sub angular blocky .wslujcture; very firm when moist, very sticky & very plastic when wet; abundant fine roots; abundant fine pores; slightly calcareous ; clear and smooth boundary. 40-100 cm: Black (10YR 2/1) when moist; clay texture; very few boulders rock fragment; weak medium and coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white hard carbonate segregation ; common fine roots; common fine pores; moderately calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 49Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-50 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 24/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellicj Coordinates, Long (N): 0781006 Author: Land form: Kinfe & Eliays Valley floor Lat (E): Elevation: 0674402 1628 Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Nearly level to very gently Slope form: Uniform to Concave Position: Low Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Map sheet No. 0740 D3 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Few stones Surface cracks: Fine to medium Surface sealing: None Land cover: Predominantly cultivated land, open bush & shrub land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Moderate gully & rill erosion 0-30 cm: Black (10YR 2/1) when moist;*Tfey texture; many fine and medium granular structure; friable when moist, very sticky & very plastic when wet; broken distinct slickenside; few very fine roots; many medium and coarse pores; strongly calcareous; diffuse boundary 30-80 cm. Very dark brown (10YR 2/2) when moist; clay texture; strong medium and coarse angular blocky structure, very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; few very fine roots; many fine and medium pores ; strongly calcareous; diffuse boundary. 80-130 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and medium angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; few very fine roots; many fine and medium pores; strongly calcareous; diffuse boundary 130-200 cm: Black (10YR 2/1) when moist, clay texture; strong fine and medium angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside, few very fine roots; many fine and medium pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 50Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-51 Mapping unit: VBILPeuA Date: Status: 09/07/09 Un sampled profile Soil classification, FAO (2006): Leptosols (Calcaric.Eutric) Coordinates, Long (N): 0781143 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Kinfe & Eliays Valley floor <100 Flat to gently undulating Nearly level to very gently Uniform Low Animal tracks Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0675440 1636 0740 D3 >200 cm None Surface coarse fragments: Very few stones Surface cracks: Fine to medium Effective soil depth: Very deep Surface sealing: None Land cover: Intensively cultivated land, open bush & shrub land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Slow None None Fertilizers: Erosion status: None Slight sheet & splash erosion 0-25 cm: Very dark gray (10YR 3/1) when moist; silty clay texture; strong medium and coarse ^^granular structure; extremely firm when moist, sticky & plastic when wet; patchy .faint clay; few white soft carbonate segregation; many medium and coarse roots; abundant medium and coarse pores; extremely calcareous; diffuse boundary. 25-90 cm: Black (10YR 2/1)when moist; clay texture; strong medium and coarse angular blocky structure , very firm when moist, very sticky & very plastic when wet; broken distinct clay ;few white soft carbonate segregation ; common fine and medium roots; many fine and medium pores; extremely calcareous; diffuse boundary. 90-130 cm: Very dark brown (10YR 2/2) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common white soft carbonate segregation ;few very fine roots; many fine and medium pores; extremely calcareous; clear and smooth boundary. 130-200 cm: Very dark grayish brown (10 YR 3/2)when moist; few reddish brown mottle ; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct clay cutans; common white both hard and soft carbonate segregation & nodules; very few very fine roots; many fine and medium pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 51Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-52 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 24/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, PellicJ 0780005 Coordinates, Long (N): Author: Kinfe & Eliays La n d fo rm: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Elevation: Lat (E): 0675389 1615 Map sheet No. 0740 D3 Slope form: Position: Irregular to Concave Lowest Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Rapid Water table: None Flooding: None Depth to bedrock: 165 cm Rock out crops: None Surface coarse fragments: Few fine and medium Surface cracks: Fine to medium Surface sealing: None Land cover: Moderately cultivated land, open bush & shrub land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: Erosion status: None Sever gully & rill erosion 0-25 cm: Dark gray (10 YR 4/1) whemdry, very dark gray (10 YR 3/1) when moist; clay texture; moderate fine and medium granular structure; firm when moist, very sticky & very plastic when wet; many fine to coarse roots; many medium and coarse pores; extremely calcareous, diffuse boundary. 25-110 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet, patchy faint clay cutans; common very fine to coarse roots; many fine and medium pores; strongly calcareous; clear and smooth boundary. 110-135 cm: Dark grayish brown (10 YR 4/2) when moist; clay texture; few fine and medium gravel rock fragment; strong fine and medium sub angular blocky & angular blocky structure; firm when moist, very sticky & very plastic when wet; patchy faint clay cutans; abundant white both hard and soft carbonate segregation & nodules; many fine pores; strongly calcareous. 135-165 cm Black (10 YR 2/1) when moist; clay texture; few fine and medium gravel rock fragment, firm when moist, very sticky &very plastic when wet; abundant white both hard and soft carbonate segregation & nodules; many fine and medium pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 52Federal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4.2 Data Base for Profile Description Feasibility Study and Detail Design of Bale Gadula Irrigation Project Soil^Survey^Study^^^^^^^^^^^^^^^ Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-53 Mapping unit: VB1 ccVRwn-crA Status: Sampled profile Date: 17/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates: Long (N): 0781065 Lat (E): 0676518 Elevation: 1605 Author: Alemu, Tilahun & Kinfe Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Flat Depth to bedrock: >200 cm Slope class: Very gently slope Rock out crops: None Slope form: Irregular to Concave Surface coarse fragments: None Position: Low Surface cracks: Wide Micro topography: Level Surface sealing: weak Parent material: Alluvial deposits over basalt Land cover: Moderately cultivated land & Settlement Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Land use: Rain fed arable cultivation & Residential use Fertilizers: Erosion status: None Slight sheet & splash erosion 0-30 cm: Very dark gray (10YR 3/1) when moist; clay texture; strong fine and medium granular structure; very firm when moist, very sticky & very plastic when wet; many fine and medium roots; many fine and medium pores; slightly calcareous; clear and smooth boundary. 30-70 cmr^- -Black (10YR 2/1 ) when moist; clay texture; strong medium and coarse'angular blocky structure; very firm when moist, very sticky & very plastic when wet; patchy distinct slickenside; few white hard/soft carbonate nodules/segregation; common fine and medium roots; common fine and medium pores; moderately calcareous; gradual and smooth boundary. 70-130 cm: Black (10 YR 2/1) when moist; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside ; few white soft carbonate segregation ; many very fine roots; many very fine pores; moderately calcareous, gradual and smooth boundary. 130-200 cm: Dark gray (10YR 4/1) when moist; clay texture; strong fine and medium sub angular blocky & angular blocky structure; friable to firm when moist, very sticky & very plastic when wet. broken distinct clay cutans; common white soft carbonate segregation; many fine and medium pores; moderately calcareous. 200-300 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; firm when moist, very sticky & very plastic when wet; many white soft carbonate segregation; many fine and medium pores; strongly calcareous. 300-400 cm: Dark yellowish brown (10 YR 3/4) when moist; clay texture; firm when moist, very sticky & very plastic when wet; many white hard Asoft carbonate segregation & nodules; many fine and medium pores; strongly calcareous. 400-500: Dark yellowish brown (10 YR 3/6) when moist; clay texture; firm when moist, very sticky & very plastic when wet, abundant white hard & soft carbonate segregation & nodules; many fine and medium pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 53Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-54 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 15/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates: Long (N): 0780001 Author: Kinfe & Kalkidan Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Very gently slope Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0676400 1597 0740 D3 200 cm None Slope form: Uniform Surface coarse fragments: None Position: Medium Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very' deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Medium to wide None Intensively cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-25 cm. Very dark grayish brown (10 YR 3/2) when moist; clay texture; strong fine and medium sub angular blocky structure; fnable when moist, very sticky & very plastic when wet; few very fine roots; many fine and medium pores; extremely calcareous. 25-75 cm: Black (10 YR 2/1) when moist, clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct clay; few white soft carbonate segregation , common very fine roots; many fine pores; extremely calcareous. 75-125 cm. Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and medium angular blocky structure; extremely firm when moist, very sticky & very plastic when wet; patchy distinct clay; very few/few white 1 black soft carbonate/manganese segregation; many fine and medium pores; extremely calcareous. 125-200 cm: Very dark brown (10YR 2/2) when moist; clay texture; strong medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation; many fine and medium pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 54Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-55 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 18/07709 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0779626 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Kinfe & Tilahun Valley floor <100 Flat Level Uniform Low Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0677421 1581 0740 D3 100 cm None Surface coarse fragments: None Micro topography: None Parent material: Alluvial deposits Effective soil depth: Moderately deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Wide weak Intensively cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-30 cm: Black (10YR 2/1) when moist; clay texture; strong medium and coarse granular structure, ~ very firm when moist, very sticky & very plastic when wet; commorrlme and medium roots; many medium and coarse pores; strongly calcareous; diffuse boundary. 30-100 cm. Black (10 YR 2/1) when moist; clay texture; strong medium and coarse angular blocky structure, very firm when moist, very sticky & very plastic when wet; broken distinct slickenside, common very fine roots; many fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 55Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-56 Mapping unit: PiccVRhu-peA Status: Sampled profile Date: 16/07/09 Soil classification, FAO (2006): Calcic Vertisols (Humic, Pellic) Stony phase Coordinates, Long (N): 0783150 Lat (E): 0665963 Elevation: 1777 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: . Parent material: Effective soil depth: Drainage class: Drainage external: Water table: Flooding: Addisu Valley floor <100 Gently undulated Gently slope Convex Map sheet No. 0740 D3 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Many medium gravel & stones Medium Level Surface cracks: Fine to medium Surface sealing: weak Alluvial over Colluvial Land cover: Predominantly cultivated land, open wood 4 shrub land : Very deep Land use: Rain fed arable cultivation & Extensive grazing Moderate well drained Fertilizers: Rapid None None Erosion status: None None 0-20 cm. Very dark gray (10 YR 3/1) when moist; clay loam texture; few fine gravel rock fragment; weak medium sub angular blocky structure; friable when moist, sticky & plastic when wet. very fine white hard carbonate nodules ; abundant fine and medium roots; abundant fine pores, strongly calcareous; clear and smooth boundary. 20-110 cm: Black (10YR 2/1) when moist; clay texture; common fine and medium gravel rock fragment; moderate fine and medium angular blocky & sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white hard carbonate nodules; common fine roots; many fine pores; extremely calcareous, clear and smooth boundary. 110-160 cm. Dark red (2.5YR 3/6 )when moist, clay loam texture; many medium gravel rock fragment; moderate fine and medium angular blocky structure; firm when moist, sticky & plastic when wet; continuous prominent slickenside, moderately cemented nodular silica cem/comp; many white hard carbonate nodules; few fine roots; common fine and medium pores; extremely calcareous; diffuse boundary 160-200 cm: Dark red (2.5YR 3/6) when moist; clay loam texture; common coarse gravel rock fragment; weak to moderate medium angular blocky structure; friable when moist, sticky & plastic when wet. broken distinct clay cutans, common white hard carbonate nodules; common fine pores, extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 56Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-57 Mapping unit: VB1moVRca-wnA Status: Sampled profile Date: 16/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calric. Hyposodic) Coordinates^ Long (N): 0783907 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position; Addisu & Eyoulae Valley floor <100 Gently undulated Lat (E): Elevation: Map sheet No. Depth to bedrock: Very gently slope to gently Rock out crops: 0665606 1758 0740 C4 >200 cm Few Uniform Medium Surface coarse fragments: Few stones Surface cracks: Fine Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Surface sealing: None Land cover: Bushed shrub grass land, moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well None None Fertilizers: Erosion status: None None 0-25 cm: Dark grayish brown (10 YR 4/2) when moist; clay texture; common stones rock fragment; strong fine and medium angular blocky & platy structure; firm when-moist, very sticky & very plastic when wet; abundant fine and medium roots; abundant fine and medium pores; strongly calcareous; clear and smooth boundary. 25-80 cm Dark gray (10 YR 4/1) when moist; clay texture; common stones rock fragment: strong medium and coarse columnar structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common reddish brown soft iron segregation ; many fine to coarse roots; many fine pores; extremely calcareous ; diffuse and smooth boundary. 80-155 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; few stones rock fragment; strong medium and coarse angular blocky & wedged-shaped structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; many white hard carbonate nodules & segregation; common fine roots; common fine pores; extremely calcareous; abrupt and clear boundary 155-200 cm: Black (10 YR 2/1) when moist; clay texture; moderate medium angular blocky structure; friable when moist, very sticky & very plastic when wet; continuous prominent slickenside; many white both hard and soft carbonate nodules & segregation ; few fine and medium roots, few fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 57Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-58 Mapping unit: VB1moVRca-wnA Status: Un sampled profile Date: 17/07/09 Soil classification, FAO (2006): Mollie Vertisols (Calric, Hyposodic) Coordinates, Long (N): 0784249 Author: Addisu Lat(E): 0665605 Land form: Valley floor Elevation: 1757 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Gently undulated Depth to bedrock: >200 cm Slope class: Nearly level to very gently Rock out crops: None Slope form: Convex Position: Medium Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface coarse fragments: None Surface cracks: Wide Surface sealing: weak Land cover: Open shrub land & Moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Moderate well drained Fertilizers: None Drainage external: Slow Erosion status: None 0-20 cm: Very dark grayish brown (10 YR 3/2)when moist; clay texture; moderate medium sub angular blocky structure; firm when moist, very sticky & very plastic when wet; few white both hard and soft carbonate nodules, common fine and medium roots; common fine and medium pores; strongly calcareous; clear and smooth boundary. 20-115 cm: Black (10YR 2/1) when moist; clay texture; moderate coarse and very coarse angular blocky & wedged-shaped structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white both hard and soft carbonate nodules ; common fine and medium roots; common fine and medium pores; extremely calcareous; clear and smooth boundary. 115-155 cm: Dark gray (10YR 4/1) when moist; clay texture; very few medium gravel rock fragment, moderate medium angular blocky structure, very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate segregation; few fine roots; common fine pores; extremely calcareous; clear and smooth boundary. 135-200 cm: Very dark grayish brown (10YR 3/2)when moist, clay texture; moderate medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate segregation , few fine roots; few fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 58Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-59 Mapping unit: R Status: Sampled profile Date: 22/07/09 Soil classification, FAO (2006): Endoleptic Vertisols (Pellic) Coordinates, Long (N): 0785155 Author: Land form: Addisu & Eyoulae Valley floor Elevation: Map sheet No. Lat (E): 0664954 1760 Relief intensity: <100 Regional slope: Gently undulated 0740 C4 Depth to bedrock: >200 cm Slope class: Very gently slope Rock out crops: None Slope form: Uniform Surface coarse fragments: None Position: Medium Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: None None Predominately cultivated Land use: Rain fed arable cultivation Fertilizers: Erosion status: None . None 0-30 cm: Very dark gray (10 YR 3/1)when moist; clay loam texture, common fine to coarse gravel rock fragment; moderate medium and coarse columnar structure; friable to firm when moist, sticky & plastic when wet; many white both hard and so/Tcarb’onate segregation & nodules ; abundant fine to coarse roots; abundant fine to coarse pores, extremely calcareous; clear boundary. 30-150 cm: Very dark grayish brown (10YR 3/2)when moist; clay texture; common fine to coarse gravel rock fragment; strong coarse columnar structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate nodules & segregation ; common fine to coarse roots; common fine to coarse pores; extremely calcareous; clear boundary 115-155 cm: Dark gray (10YR 4/1) when moist; clay texture; strong medium and coarse angular blocky structure, firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate nodules & segregation; very few fine roots, very few fine pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 59Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-60 Mapping unit: VB2ccVRwn-peB Status: Sampled profile Date: 20/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic) Coordinates, Long (N): 0781033 Lat (E): 0677411 Elevation: 1596 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Effective soil depth: Drainage class: Drainage external: kinfe & Fekadu Valley floor <100 Flat Gently slope Uniform Low Level Alluvia! deposits Very deep Moderately well drained Well Map sheet No. 0740 D3 Depth to bedrock: 200 cm Rock out crops: None Surface coarse fragments: Many stones Surface cracks: None Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None Open shrub land Extensive grazing None Slight wind and water erosion Water table: None Flooding: None 0-20 cm: Dark reddish brown (2.5 YR 3/3) when dry, dark reddish brown (2.5 YR2.5/4) when moist; clay loam texture; moderate fine and medium granular structure; slightly hard when dry, friable when moist, slightly sticky & slightly plastic when wet; common fine and medium roots, common termite or ant channel and nests; many fine and medium pores; non calcareous; diffuse boundary. 20-80 cm: Dark reddish brown (2.5 YR 3/4) when dry, dark reddish brown (2.5 YR3/3) when moist; loam texture; strong fine and medium angular blocky structure; slightly hard when dry, very friable when moist, slightly sticky & slightly plastic when wet; common very fine roots; common termite or ant channel and nests; many fine and medium pores; non calcareous; diffuse boundary. 80-130 cm: Dark reddish brown(2.5 YR 2.5/3 )when dry, dusky red (2.5 YR 3/2 )when moist, sandy clay texture; few medium and coarse gravel rock fragment; strong fine and medium angular blocky structure; slightly hard when dry, firm when moist, slightly sticky & slightly plastic when wet; patchy faint clay cutans; common black soft iron manganese segregation & nodules; few very fine roots; common termite or ant channel nests; many fine and medium pores ; non calcareous ; diffuse boundary. 130-200 cm- Red (2.5 YR 4/6) when dry, dark reddish brown (2.5 YR2.5/4)when moist; sandy clay texture; many medium and coarse gravel rock fragment, strong fine and medium angular blocky structure, hard when dry, firm when moist, slightly sticky & slightly plastic when wet; patchy faint clay cutans; many black soft iron manganese segregation & nodules; few very fine roots; common termite or ant channel and nests; many fine and medium WWDSE In Association with ICT Final Feasibility Study Report Page 60Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project pores; non calcareous. Hale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-61 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic.Pellic) 20/07/09 Coordinates, Long (N): 0780003 Author: kinfe & Fekadu Land form: Valley floor Elevation: Relief intensity: <100 Map sheet No. Regional slope: Flat Depth to bedrock: Slope class: Gently slope Rock out crops: Slope form: Uniform Lat(E): 0677391 1586 0740 D3 200 cm None Surface coarse fragments: Common stones & boulders Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderately well drained Drainage external: Well Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Fine weak Intensively cultivated land Rain fed arable cultivation None Slight wind and water erosion 0-20 cm: Black (10YR 2/1) when moist; clay texture; moderate fine and medium granular structure; very firm when moist, very sticky & very plastic when wet; many fine and medium roots; many fine to coarse pores; strongly calcareous; diffuse boundary. 20-70 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common fine roots; many fine and medium pores; strongly calcareous; diffuse boundary. 70-100 cm: Very dark grayish brown (10YR 3/2 ) when moist; clay texture; strong fine and medium angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; very few very fine roots; many fine and medium pores; strongly calcareous; clear and smooth boundary. 100-200 cm: Dark gray (10 YR 4/1) when moist; sand clay loam texture; many fine and medium gravel rock fragment ;moderate fine and medium sub angular blocky structure; firm when moist, slightly sticky & slightly plastic when wet; patchy faint clay cutans; common black soft iron manganese segregation ; very few very fine roots; many fine to coarse pores; extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 61Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-62 Mapping unit: VBInIVRcaA Status: Sampled profile Date: 20/07/09 Soil classification, FAO (2006EJ Endoleptic Vertisols (Calcaric) Coordinates, Long (N): 0778987 Author: Land form: kinfe & Fekadu Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0676413 1592 0740 D3 200 cm None Surface coarse fragments: Common stones Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderately well drained Drainage external: Well Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Fine weak Intensively cultivated land Rain fed arable cultivation None Slight wind and water erosion 0-22 cm: Very dark gray (10 YR 3/1) when moist; clay texture; moderate fine and medium granular structure; firm when moist, very sticky & very plastic when wet; many fine and medium roots; many fine and medium pores; strongly calcareous; diffuse boundary. 22-97 cm: Black (10 YR 2/1 )when moist; clay texture; strong medium and coarse platy & angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken faint slickenside, common fine and medium roots; many fine and medium pores; strongly calcareous , diffuse boundary. 97-192 cm: Dark gray (10YR 4/1)when moist; clay texture; strong fine to coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; very few very fine roots; many fine and medium pores; strongly calcareous ; diffuse boundary 192-200 cm: Very dark grayish brown (10 YR 3/2) when moist; clay texture; strong fine to coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few reddish brown /black soft iron manganese /manganese segregation & nodules; very few fine and medium roots; many fine pores; moderately calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 62Federal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-63 Mapping unit: VBlccVRwn-crA Status: Sampled profile Date: 23/07/09 Soil classification, FAO (2006Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0781516 Lat (E): 0670073 Elevation: 1716 Author: Addisu & Eliays Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Nearly level Map sheet No. Depth to bedrock: 0740 D3 >150 cm Slope form: Position: Irregular Lowest Rock out crops: None Surface coarse fragments: None Surface cracks: None Micro topography: None Parent material: Alluvial deposits Effective soil depth: Deep Drainage class: Imperfectly drained Drainage external: Slow Water table: None Flooding: None Surface sealing: Land cover: Land use: Fertilizers: None Open wood, shrub and bush land Extensive grazing None Erosion status: Slight sheet & splash erosion 0-18 cm: Very dark gray (10YR3/1) when moist; clay texture; moderate medium granular structure; very firm when moist, very sticky & very plastic when wet; abundant medium and coarse roots; abundant medium and coarse pores; strongly calcareous; clear and smooth boundary. 18-75 cm: Very dark grayish brown (10YR 3/2) when moist; clay texture; common fine and medium gravel rock fragment; moderate medium and coarse angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common white hard carbonate nodules; common fine and medium roots; many fine and medium pores; extremely calcareous; diffused and smooth boundary. 75-140 cm: Very dark brown (10YR 2/2)when moist; clay texture; common fine and medium gravel rock fragment; massive structure; very firm when moist, very sticky & very plastic when wet; patchy distinct slickenside; moderately cemented nodular clay & carbonate; many white hard carbonate nodules, few fine roots, common very fine pores, extremely calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 63Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-64 Mapping unit: VB1so-ccVRhu-pe-stA Status: Sampled profile Date: 25/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisols, (Humic,Pellic), stony phase Coordinates, Long (N): 0784000 Lat (E): 0659400 Elevation: 1877 Author: Dawit & Tilahun Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Nearly level to very gently Slope form: Uniform Position: Low Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Very few stones Surface cracks: Medium to wide Surface sealing: None Land cover: Intensively cultivated land & Open shrub & bushland Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Moderate rill & sheet erosion 0-25 cm: Very dark gray (10 YR3/1) when moist; clay texture; moderate coarse granular structure: firm when moist, very sticky & very plastic when wet; abundant medium and coarse roots; abundant medium and coarse pores; non calcareous; clear and smooth boundary. 25-80 cm: Black (10YR 2/1)when moist; clay texture; moderate medium and coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent clay cutans, few white both hard and soft carbonate nodules & concretion ; many fine and medium roots; many fine and medium pores; moderately calcareous ; gradual and smooth boundary 80-145 cm: Very dark gray (10YR 3/1 )when moist; clay texture; moderate coarse sub angular blocky structure, firm to very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; common white both hard and soft carbonate nodule & concretion ; few fine roots; few fine pores; strongly calcareous; clear and smooth boundary. 145-200 cm: Very dark brown (10YR 2/2 ) when moist; clay texture; moderate medium and coarse angular blocky structure; firm when moist, very sticky & very plastic when wet, continuous prominent slickenside; many white both hard and soft carbonate nodule & concretion ; few fine roots, few fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 64Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description SOIL PROFILE DESCRIPTION Profile code: BGP-65 Mapping unit: R Status: 25/07/09 Un sampled profile Date: Soil classification, FAO (2006): Haplic Vertisols (Pellic) Coordinates, Long (N): 0783006 Author: Land form: Relief intensity: Endalk & Eyouale Valley floor <100 Regional slope: Gently undulating to undulating Slope class: Slope form: Position: Gently slope to sloping Irregular Low Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0661375 1863 0740 C4 >200 cm None Micro topography: Animal tracks Parent material: Colluvial deposits over Effective soil depth: Very deep Surface coarse fragments: Many coarse gravel & stones Surface cracks: Wide Surface sealing: None Land cover: Open wood, shrub & bush & Moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well None None Fertilizers: Erosion status: None Slight sheet and rill erosion 0-15 cm: Very dark gray (10YR 3/1)when moist; clay texture; very few coarse gravel rock fragment; weak fine and medium granular structure; firm when moist, very sticky & very plastic when wet; few white hard carbonate nodules, rgany medium and coarse roots; many medium and coarse pores; strongly calcareous ; clear and smooth boundary. 15-70 cm: Black (10YR 2/1 )when moist; clay texture; few coarse gravel & stones rock fragment, strong coarse sub angular blocky & angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white hard carbonate nodules; common fine and medium roots; common fine and medium pores, strongly calcareous ; clear and smooth boundary. 70-135 cm: Black (10YR 2/1)when moist; clay texture: few coarse gravel rock fragment; moderate medium and coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken prominent slickenside ; common white both hard and soft carbonate nodule & concretion , few fine roots; common fine pores; strongly calcareous ; diffuse boundary. 135-200 cm: Black (10 YR2.5/1))when moist; clay texture; weak medium sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken prominent slickenside cutans; many white both hard and soft carbonate nodule & concretion ; very few fine roots; few fine pores; strongly calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 65Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-66 Mapping unit: VB1so-ccVRhu-peA Status: Sampled profile Date: 23/01/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0788755 Lat (E): 0651382 Elevation: 1953 Author: Alemu & Tilahun Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Neatly level Slope form: Uniform Map sheet No. Depth to bedrock: Rock out crops: 0740 C4 >200 cm None Position: Low Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface coarse fragments: None Surface cracks: Medium Surface sealing: Moderate Land cover: Open bush land Land use: Selective felling Fertilizers: None Erosion status: Slight sheet & splash erosion 0-25 cm Black (7.5R2.5/1)when moist, clay texture; moderate coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; abundant medium and coarse roots; abundant medium and coarse pores; non calcareous; clear and smooth boundary 25-60 cm: Black (10YR 2/1)when moist; clay texture; weak coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; broken prominent slickenside; compacted vesicular clay; few white hard carbonate nodules ; many fine roots; many fine pores; strongly calcareous, gradual and smooth boundary. 60-110 cm: Dark gray (10YR 4/1)when moist; clay texture; weak coarse sub angular blocky structure; very firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; compacted vesicular clay; many white both hard and soft carbonate segregation & nodules; few fine roots; few fine pores; strongly calcareous; gradual and smooth boundary. 110-200 cm: Very dark gray (10 YR 3/1) when moist; clay texture; moderate medium and coarse angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; abundant white both hard and soft carbonate segregation & nodules; very few fine roots; very few fine pores; strongly calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 66Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Projec£ Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soli Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-67 Mapping unit: VB1so-ccVRhu-peA Status: Sampled profile Date: 23/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0788750 Author: Alemu & Tilahun Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Uniform Position: Low Micro topography: None Parent material: Colluvial over Alluvial Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Lat(E): 0650600 Elevation: 1959 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None " Surface coarse fragments: Common stones Surface cracks: None Surface scaling: None Land cover: Sparsely cultivated land Land use: Rain fed arable cultivation Fertilizers: Erosion status: None Slight sheet & splash erosion 0-30 cm: Very dark brown (10 YR 2/2) when moist; clayj^^ure; few coarse gravel rock fragment; moderate coarse granular structure; very friable when moist, sticky & plastic when wet; abundant medium and coarse roots; abundant medium and coarse pores; non calcareous: clear and smooth boundary. 30-100 cm: Black (10 YR 2/1) when moist; clay texture; very few coarse gravel rock fragment; strong fine and medium sub angular blocky structure; very friable when moist, very sticky & very plastic when wet; patchy faint clay cutans; abundant white soft carbonate segregation; many fine and medium roots; very few earth warm channels; many fine and medium pores; moderately calcareous; gradual and smooth boundary. 100-160 cm. Very dark gray (10YR 3/1) when moist; clay texture; very few fine and medium gravel rock fragment; moderate fine sub angular blocky structure; very friable when moist, very sticky & very plastic when wet, broken distinct clay cutans; abundant white soft carbonate segregation ; few fine roots; few fine pores; moderately calcareous ; clear and smooth boundary. 160-200 cm: Very dark grayish brown (10 YR 3/2) when moist; clay loam texture; moderate fine and medium sub angular blocky structure; friable when moist, sticky & plastic when wet; many white soft carbonate segregation ; very few fine roots; very few fine pores' stronqly calcareous. ’ *7 WWDSE In Association with ICT Final Feasibility Study Report Page 67Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-68 SOIL PROFILE DESCRIPTION Mapping unit: VB1so-ccVRhu-peA Status: Sampled profile Date: 22/07/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0789742 Lat (E): 650510 Elevation: 1955 Author: Alemu & Tilahun L a n d fo rm: Valley floor Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat Depth to bedrock: >200 cm Slope class: Very gently slope Slope form: Uniform Position: Low Rock out crops: None Surface coarse fragments: Very few stones Surface cracks: Medium Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Moderate Sparsely cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-30 cm: Black (10 YR 2/1) when moist; clay texture; moderate medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; few white hard ~ carbonate nodules; abundant fine and medium roots; abundant fine and me’oium pores; slightly calcareous; clear and smooth boundary. 30-65 cm. Very dark gray (10 YR 3/1)when moist; clay texture; moderate medium and coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken prominent slickenside ; many white both hard and soft carbonate segregation & nodules; many medium and coarse roots; many medium and coarse pores; strongly calcareous ; gradual and smooth boundary. 65-100 cm. Dark (10 YR 2/1) when moist; clay texture; weak fine sub angular blocky structure; firm when moist, very sticky & very plastic when wet; broken prominent slickenside; abundant /few white /black both hard & soft /soft carbonate /manganese segregation & nodules; common fine and medium roots: common fine and medium pores; strongly calcareous; gradual and smooth boundary. 150-200 cm: Dark gray (10YR 4/1) when moist; clay texture; weak coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside: very few /many black /white soft 1 both hard and soft manganese /carbonate segregation & nodules; very few fine roots; very few fine pores, moderately calcareous. 200-245 cm: Very dark gray (10 YR 3/1) when moist; clay texture; firm when moist, very sticky & very plastic when wet; common white hard carbonate nodules & concretion; moderately calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 68Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-69 Mapping unit: VB1so-CCVRhu-peA Status: Un sampled profile Date: 22/07/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0790750 Lat (E): 0650400 Elevation: 1958 Author: Alemu & Tilahun Land form: Plateau terrace Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Irregular Map sheet No. 0740 C4 Position: Low Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Few stones Surface cracks: Medium Surface sealing: Moderate Land cover: Bushed shrub grass land & sparsely cultivated land Land use: Rain fed arable cultivation & Extensive grazing Fertilizers: None Erosion status: Slight sheet & splash erosion 0-25 cm: Black(10YR 2/1) when moist; clay texture; moderate medium sub angular blocky structure; friable to firm when moist, very sticky & very plastic when wet; few white hard carbonate nodules ; abundant fine and medium roots; abundant fine and medium pores; slightly calcareous; clear and smooth boundary. 25-70 cm: Black (10YR2.5/1) when moist; clay texture; weak medium and coarse sub angular blocky structure; firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; few white hard carbonate nodules; many fine and medium roots, many fine and medium pores; moderately calcareous ; gradual and smooth boundary. 70-140 cm: Dark gray (10YR 4/1 )when moist ; clay texture, moderate fine and medium angular blocky structure; firm when moist; very sticky & very plastic when wet; continuous prominent slickenside; many /very few white / back both hard and soft /soft carbonate/manganese concretion & nodules ; common fine roots; common fine pores; strongly calcareous ; gradual and smooth boundary. 140-200 cm: Very dark gray (10 YR 3/1) when moist; clay texture; moderate medium angular blocky structure, firm when moist, very sticky & very plastic when wet; continuous prominent slickenside; many /very few white / back both hard and soft /soft carbonate/ manganese concretion & nodules ; very few fine roots; very few fine pores; strongly calcareous WWDSE In Association with ICT Final Feasibility Study Report Page 69Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-70 SOIL PROFILE DESCRIPTION Mapping unit: VB1so-ccVRhu-peA Status: Sampled profile Date: 22/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0791250 Lat (E): 0649611 Elevation: 1970 Author: Fekadu & Taddese Land form: Plain Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Uniform Map sheet No. 0740 C4 Position: Lowest Micro topography: None Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Many stones Surface cracks: Medium Surface sealing: weak Parent material: Alluvial over colluvial deposits Land cover: Sparsely cultivated land & Bushed shrub grass land Effective soil depth: Very deep Land use: Rain fed arable cultivation & semi- nomadism Drainage class: Moderate well drained Fertilizers: None Drainage external: Well Water table: Unknown Flooding: Unknown Erosion status: None 0-23 cm: Dark (10YR 2/1) when moist; clay texture; very few medium gravel rock fragment; strong . fine and medium granular structure; sticky & plastic when wet; many fine robts; many fine pores; non calcareous; diffuse boundary. 23-80 cm. Very dark brown (10YR 2/2) when moist; clay texture; very few medium gravel rock fragment; moderate fine and medium angular blocky structure; sticky & plastic when wet; broken distinct clay cutans; common fine roots, many fine pores; non calcareous; abrupt boundary. 80-160 cm: Very dark gray (10YR 3/1) when moist; clay loam texture ; sticky & plastic when wet; broken prominent clay cutans; many white soft carbonate segregation ; common fine roots; many fine pores; extremely calcareous. 160-200 cm: Black (10 YR 2/1 ) when moist; clay loam texture; sticky & plastic when wet; broken faint clay cutans; many white soft carbonate segregation ; very few very fine roots; very few very fine pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 70Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project^_ Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-71 Mapping unit: VB1so-CcVRhu-peA Status: Sampled profile Date: Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0791938 Lat (E): 0649977 Elevation: 1969 22/07/09 Author: Land form; Relief intensity: Regional slope: Slope class: Slope form: Position: Fekadu & Taddese Valley floor <100 Gently undulated Gently slope Uniform Lowest Map sheet No. Depth to bedrock: Rock out crops: 0740 C4 >200 cm None Surface coarse fragments: None Micro topography: Gilgai Surface cracks: Surface sealing: Parent material: Alluvial over colluvial deposits Land cover: Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well Unknown Unknown Land use: Fertilizers: Erosion status: Medium weak Open shrub land Semi-nomadism None - None 0-13 cm. Very dark gray (10YR 3/1) when moist^clay texture; strong fine and medium granular structure; firm when moist, very sticky & very plastic when wet; common fine roots; many fine and medium pores; non calcareous, diffuse boundary. 13-90 cm: Black (10 YR 2/1) when moist; clay texture; weak fine and medium crumb structure; firm when moist, very sticky & very plastic when wet; broken faint slickenside; very few white hard carbonate nodules, common fine and medium roots; common fine and medium pores; non calcareous; diffuse boundary. 90-200 cm. Black (10YR 2/1) when moist; clay texture; weak fine and medium crumb structure; firm when moist, very sticky & very plastic when wet; broken faint slickenside; cemented platy clay, few white hard carbonate nodules; very few fine and medium roots* few fine pores; moderately calcareous. Bale Gadula irrigation project WWDSE In Association with ICT Final Feasibility Study Report Page 71Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-72 Mapping unit VB1so-ccVRhu-peA Status: Un sampled profile Date: 22/07/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, P el lie) Coordinates, Long (N): 0792750 Lat (E): 0649000 Elevation: 1970 Author: Kinfe & Fasil Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Nearly level Map sheet No. 0740 C4 Slope form: Position: Uniform Lowest Depth to bedrock: 100 cm Rock out crops: None Surface coarse fragments: None Surface cracks: None Micro topography: Low Gilgai Parent material: Alluvial deposits Effective soil depth: Deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None Bushed shrub grass land Semi-nomadism None Slight wind and water erosion Flooding; None 0-20 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and medium granular structure; firm when moist, very sticky & very plastic when wet; many fine and medium roots; abundant medium and coarse pores; non calcareous; diffuse boundary. 20-100 cm. Black (10YR 2/1) when moist; clay texture; strong fine to coarse angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct slickenside; common fine and medium roots; many fine and medium pores; non calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 72Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-73 Mapping unit: VB1so-ccVRhu-peA Status: Un sampled profile Date: 22/07/09 Soil classification, FAO (06): Sodi-CaIcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0792750 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Kinfe & Fasil Valley floor <100 Flat Nearly level Uniform Lowest Low Gilgai Alluvial deposits Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0648200 1970 0740 C4 >100 cm None Surface coarse fragments: Many stones Surface cracks: None Surface sealing: None Land cover: Wood grass land & Bushed shrub grass land Effective soil depth: Deep Land use: Drainage class: Drainage external: Water table: Flooding: Moderate well drained Fertilizers: Slow None None Erosion status: Extensive grazing None Slight wind and water erosion 0-25 cm: Black (10 YR 2/1) when moist; clay-texture; strong fine and medium granular structure; friable when moist, very sticky & very plastic when wet; many fine and medium roots; abundant medium and coarse pores; non calcareous. 25-100 cm: Very dark brown (10 YR 2/2) when moist; clay texture; strong fine and medium angular blocky structure; firm when moist, very sticky & very plastic when wet; broken distinct clay cutans; many fine roots; many fine and medium pores; non calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 73Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-74 Mapping unit: VB1so-CcVRhu-peA Status: Un sampled profile Date: Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0787734 Lat (E): 0652408 Elevation: 1953 24/07/09 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Endalk & Tilahun Valley floor <100 Flat Very gently slope Uniform Low Gilgai, Animal tracks Alluvial deposits Map sheet No. Depth to bedrock: Rock out crops: 0740 04 >200 cm None Effective soil depth: Very deep Surface coarse fragments: Few stones & boulders Surface cracks: Medium Surface sealing: Moderate Land cover: Moderately cultivated land, open grass & shrub land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Slow None None Fertilizers: Erosion status: None Slight sheet & splash erosion 0-20 cm: Very dark gray (10YR 3/1) when moist; clay texture; moderate fine and medium granular structure; firm when moist, very sticky & very plastic when wet; abundant fine to coarse roots; abundant fine to coarse pores; slightly calcareous; clear and smooth boundary. 20-105 cm: Black (10YR 2/1) when moist, clay texture; strong coarse sub angular blocky & columnar structure; extremely firm when moist, very sticky & very plastic when wet; broken distinct slickenside ; few white both hard and soft carbonate nodules & segregation ; many fine to coarse roots; many fine to coarse pores; strongly calcareous; clear and smooth boundary. 105-180 cm: Dark grayish brown (10 YR 4/2) when moist; clay texture; strong medium and coarse sub angular blocky structure; firm when moist, very sticky &very plastic when wet; continuous prominent slickenside; common white soft carbonate segregation; few fine and medium roots; few termite or ant channel and nests; few fine and medium pores; extremely calcareous; clear and smooth boundary. 180-200 cm: Light yellowish brown(10YR 6/4 )when moist; clay loam texture; common fine & medium gravel rock fragment; weak medium massive structure; friable when moist, sticky & plastic when wet; abundant white soft carbonate segregation; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 74Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and DetaiI Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Descnption SOIL PROFILE DESCRIPTION Profile code: BGP-75 Mapping unit: R Status: Sampled profile Date: 24/07/09 Soil classification, FAO (2006): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0790210 Lat (E): 0649828 Elevation: 1968 Author: Alemu La n d fo rm: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Convex Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Many stones Position: Low Micro topography: None Surface cracks: Surface sealing: Parent material: Colluvial over Alluvial Land cover: None None open bush land Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Land use: Clear felling Fertilizers: Erosion status: None Slight sheet & splash erosion 0-20 cm: Black (10 YR 2/1) when moist; clay texture; very few coarse gravel rock fragment; moderate fine and medium granular structure; friable when moist, sticky & plastic when wet; common medium and coarse roots; common medium and coarse pores; slightly calcareous; clear and smooth boundary. 20-60 cm: Black (10YR 2.5/1) when moist; clay texture; few coarse gravel rock fragment, moderate fine sub angular blocky structure; very friable when moist, very sticky & very plastic when wet; patchy faint clay cutans; common white soft carbonate segregation ; common fine and medium roots; common fine and medium pores; moderately calcareous; clear and wavy boundary. 60-110 cm: Very dark gray (10YR 3/1 ) when moist; clay texture; very few coarse gravel rock fragment; moderate medium and coarse granular structure, friable when moist, very sticky & very plastic when wet, patchy distinct clay cutans; abundant white soft carbonate segregation ; few coarse roots; very few earth warm channels ; few coarse pores; moderately calcareous; clear and wavy boundary. 110-140 cm: Very dark brown (10YR 2/2) when moist; clay texture; very few coarse gravel rock fragment; moderate medium angular blocky structure; firm when moist, very sticky & very plastic when wet; patchy distinct clay cutans; many white both hard and soft carbonate segregation & concretion; few fine and medium roots; few fine and medium pores; moderately calcareous; clear and wavy boundary. 140-200 cm: Very dark grayish brown sandy (10YR 3/2) when moist; sandy clay texture, weak fine sub angular blocky structure; friable to firm when moist, sticky & plastic when wet; abundant white both hard and soft carbonate segregation & concretion ; few fine and medium roots, few fine and medium pores; strongly calcareous. WWDSE In Association with ICT Final Feasibility Study Report Page 75ANNEX 4.3(a) DATA BASE FORE LABORATORY RESULTd KII 3iK ii cFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soli Survey Study ___________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________________ Profile code BGP-02-- - - - Mapping unit :VB2ccVRhu-poA LAB. NO:- 976-979/2002____________________________________________________ _________________________________________________________________________ FAO SoiI Unlt:Ca/c/c Vertisols (Humic,Pellic)______________________________________________________________________________________________________________ Coordinates: Long (N): 0786767, Lat (E): 0650372 Depth (cm) Granulometry Toxture Class M P (1:2.5) Sand Slit Clay HjO KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 5/ soil) CaCoj % 0-30 39.19 21.34 39.48 Clay loam 8 87 753 1.34 0.46 4.64 7.98 0.49 9.47 12.52 14.25 30-80 23.41 17.26 59.33 Clay 8.33 7.48 0.85 1.02 2.09 3.59 0.17 12.29 5.19 2020 80-140 23.08 15.17 61.76 Clay 825 7.48 0.77 1.48 1.04 1.79 0.08 13.00 1.68 27.71 140-200 19.35 6.45 74.20 Clay 8 48 7.57 091 1.83 1.09 1.87 0.05 21.80 1.98 24.91 - Dopth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soli Moisture Bulk Density Na K Ca Mg Sum of Cations CEC meq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.26 19.35 43.84 5.88 69.33 53.06 130.66 0.48 7.46 1.55 30-80 0.47 11 42 54 24 9.04 75.17 59.45 126.44 0.79 600 1.65 80-140 0.89 1 05 46 56 18.98 67.48 50.11 134.66 1.78 2.45 1 40 140-200 4 72 0.78 46.10 21.70 73.29 51.10 143.42 9.23 2.12 0.64 1.50 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ____________________________ Bale Gaddula Irrigation Project Laboratory Result________________________________________________ Profile code BGP-03_______________________________ ,_______________________________________________________________ _______ Mapping unit ;VB2so-ccVRhu-poB LAB. NO:- 980-982/2002_______________________ _____________________________________________________________________________________________________________ FAO Soil Unlt SodACa/c/c Vertisols, (Humic,Pellic) Coordinates: Long (N): 0786750. A Lat (E): 0652400 Dopth (cm) Granulometry Texture Class M P (1:2.5) Sand Slit Clay H2O KCI DPM EC (ms/cm) (1:2:5) 2.5 OM% N% C/N Available P (mg PjOj/kg soli) CaCOj % 0-20 32 08 15.09 52.82 Clay 8.45 7.19 1.26 0.15 1.99 3.42 0.19 10.47 3.51 19.75 20-110 20 81 15.19 64.00 Clay 9.2 7.26 1.94 0.25 1.39 2.39 0.11 12.64 2.60 19.07 110-200 20 81 13.91 65.28 Clay 9.28 7.62 1.66 0.67 0.07 0.00 1.22 21 88 i Dopth (cm) Exchangable Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 0.31 1.19 60.03 11.65 73.18 66.71 109.70 0.47 5.15 1.50 20-110 2.80 0.62 47.94 13.44 64.80 59.90 108.18 4.68 3.57 1.50 110-200 8.38 0.95 35.39 3.58 48.31 45.77 105.55 18.30 9.89 2.58 1.92 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result________________________________________________________________________________ Profile code BGP-051 ___________________________________________________________________________________________________Mapping unit :VB2so-ccVRhu-poB LAB. NO:- 983-989/2002_____________________ ___________________ ____________________________________________________________________________________________ FAO Soil Unit.Sodi-Calcic Vertisols, (Humic,Peliic) Coordinates: Long (N): 0786702, Lal (E): 0653113 Depth (cm) Granulometry Texture Class P (1:2.5) M Sand Slit Clay H2O KCI DrM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOs/kg soil) CaCOj % 0.20 48.16 19.44 32.40 S. day loam 8 67 7.12 1.55 0.19 2.61 4.49 0.20 13.05 2.60 14.59 20-95 34.96 12.80 52.25 Clay 9.02 7.47 1.55 0.96 2.04 3.51 0.100 20.40 2.14 20.76 95-135 11.80 10.89 77.31 Clay1 9.11 7.67 1.44 1.44 1.44 2.48 0.060 24.00 3.97 27.15 135-200 14.89 10.77 74.34 Clay 9.27 7.81 1.46 1.68 1.40 2.41 0.080 17.50 19.08 23.00 200-230 - 9.12 7.56 1.56 1.89 - - - - 230-250 - - - 9.12 7.77 1.35 1.84 - - - - 250-290 - - - - 9.06 7.61 1.45 2.16 - - - - Depth (cm) Exchangablo Cations (moq/100g soli) PBS(7.) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0.20 1.42 1.28 59.14 11.20 73.03 59.41 122 93 2.39 5.28 1.70 20-95 12.66 0.96 44.35 9.86 67.83 54.54 124.37 23.21 4.50 1.80 95-135 14.12 0.78 35.84 15.68 66.42 48.70 136.39 29.00 2.29 135-200 14.61 0.86 31.36 21.95 68.78 54.54 126.11 26.79 1.43 200-230 - - - - - - - 12.80 230 250 - - - - - - - 250-290 - - - - - - - \iAiir>cc io k ktFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project _____________________________ ________________ Bale Gaddula Irrigation Project Laboratory Result_____________________________________ Profile code BGP-06______________________________ ___________ ______________________________________________________________ Mapping unit ;Plso-ccVRcr-stC Annex 4.3(a): Data Base for labratory Result Soil Survey Study LAB. NO:- 990-992/ 2002_______________________________ ________________________________________________________________________________________________ FAO Soil Unit: Sodi-Calcic Vertisols, (Chromic) Coordinates: Long (N): 0785774 , Lat (E): 0653406 Dopth (cm) Granulomotry Texturo Class H P (1:2.5) Sand Slit Clay H2O KCI DPH EC (ms/cm) (1:2:5) OC7. OM% N% C/N Available P (mg P O ,kg 2B soil) CaCoj % 0-26 27.73 19.42 52.86 Clay 8.43 7.3 1.13 0.14 3.59 6.17 0 36 9.97 5.04 17.05 26-98 18.74 13.00 68.26 Clay 9.3 7.58 1.72 0.57 2.03 3.49 0.250 8.12 2.75 24.80 98-200 12.89 10.75 76.50 Clay 8.8 7.61 1.19 3.33 1.69 2.91 0.120 14.08 11.60 18.63 Dopth (cm) Exchangablo Cations (moq/100g soli) Soli Molsturo Bulk Density Na K Ca Ma Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F C (%) PWP (%) gm/ (cm)3 0-26 0.58 2.70 53.76 10.30 67.35 61.36 109.76 0.95 5.22 26-98 8.77 088 41.22 24.64 75.50 59.41 127.08 14.75 1.67 i 1.64 98-200 17.92 0.87 38.08 22.40 79.27 51.62 153.56 34.72 1.70 7.85 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________ _________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________________ Profile code BGP-07____________________ _________________________________________________________________________________ Mapping unlt:VB2moVRca-peB LAB. NO:- 993-995/2002______________________________________________________________________________________________________________________________ FAO Soil Unit Mollie Vertisols (Calcaric, Pellic) Coordinates: Lat (E): 0655400 ,Lat (E): 0655400 Granulometry Depth (cm) Toxture Class P (1:2.5) M Sand Silt Clay HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O{ kg 2Z soli) CaCo3 % 0-28 40 71 12.94 46.36 Clay 8 73 726 1.47 0.15 344 5 92 0.29 11.86 4.58 17.84 28-90 20.81 10.85 68.34 Clay 933 7.52 1.81 0.54 1.94 3.34 0.120 16.17 11.14 20.98 90-200 1332 10.70 75.98 Clay 9.08 7.52 1.56 1.06 1.21 2.08 0.080 15.13 4.12 19.52 — i Dopth (cm) Exchangablo Cations (meq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-28 1.19 0.67 51.52 8.96 62.33 6087 102.40 1.95 5.75 28-90 9 74 0.79 47 94 17.02 75.49 65.74 . 114.83 14 81 2 82 90-200 12 66 0 86 35.84 20 16 6952 44.31 156 89 28.57 1.78 1 60 8 38 WWDSE In Association with ICTFederal DamoerMk Republic ol (thlnpla MlnHtry of Waler Resource* Feasibility Study and Detail Deilgn of (tale Gadula Irrigation Rm|ect Annex 4.1(a) 0»l« »»»" <»' l>r»tory Itnull loll Survey Study Profllo codo DGP-09_____________________ LAOa NO> 996-998/ 2002_______ FAO Soli Unit Moibc Vertisols (Cn^oric, fWttc) Coordlnaton: Long (N) 078C>2^ , A l.af (L). 0655*1 fg Mapping unit ;VO2moVRCR*P00 ______ Oopth (cm) Granulometry Texture CInnH P"(l:S.S) Sand Silt Clay H,0 KCI 0,." nc (mslcm) 012:5) OC% OM% N% C/N Avnllablo P (mg P,Owkg noil) CaCoj * 0-16 31,90 15 12 52 92 Clny 7 45 0.11 1.34 0 16 3 02 5 10 0 32 0 44 0 70 0 73 18-110 26 43 8 53 05,04 Clny 0 95 7.05 10 0 00 1 lift 3 23 oa 14 40 4 12 12 00 110 200 11 60 4 30 83 85 Clny 0 58 7.36 1 22 1.0? 1,72 2 116 008 21 50 2 00 24 01 Dopth (cm) Exchangablo Cations (moq/100g noil) Soli Moisture Bulk Donalty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Cn/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (V.) gm/ (cm)3 0-18 1.47 0.98 60 48 1030 73 23 79 37 92.20 1.85 687 1.23 18-119 11,69 0.43 6541 12.54 90.06 78.40 114.87 14 01 6.22 1.02 119-200 12.93 0 43 55 50 9.32 78.19 67.57 11572 19 14 5.05 6.55 WWDSE In Association with I CTFederal Democratic Republic of Ethiopia* Ministry of Waler Resources Feasibility Study and Detail Design of Dale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labre lory Rosult Soil Survey Study Balo Gadduln Rosult Pro ft Io codo DGP-11 LAB.NO> 999-1001/2002______________________ FAO Soil Unll:Sod/-Co/c/c Vertisols, (Humic.Polllc) CoordlnatosLat (E): 0656397 ,Lat (E): 0656397 Granulomotry Mopping unit :VB2moVRcn-poD Dopth (cm) Toxturo Class P (1:2.5) H Sand Silt Cloy H>0 KCI Dp’1 EC (ms/cm) ’(1:2:5)’ OC% OM% N% C/N Avollnblo P (mg P]O kg fl/ soil) CoCO) % 0-17 34.28 25 86 39 86 Cloy loom 7.11 6.04 1.07 0.1 3 98 6.85 0 38 10.47 3.97 7 97 17-82 52 74 11 81 3544 Sondy cloy 8.36 7.24 1.12 0.14 3.02 5.19 0 200 15.10 8.00 13.13 82-156 30.31 20 69 49.00 Cloy 8.51 7.4 1.11 0.19 1.24 2.13 0.080 15.50 3.66 16 18 _____________ Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K 0. Mfl Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Co/Mg Avg. ESP (TOPIOOcm) F.C(%) PWP (%) gm/ (cm)3 0-17 0.14 3 10 4346 7.62 54.31 69 63 78.00 020 6.70 1.30 17-82 0.19 2.30 49.73 6.27 58.48 62.33 03.82 0.30 7.93 1.76 82-156 064 2.79 39 52 15.10 58.04 49.71 116.76 1.28 2 02 1.50 0.25 WWD5E In Association with ICT I’ogo 7 Final Fooslblllly Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Profile code BGP-12 Mapping unit :VB1so-ccVRhU-peA LAB. NO:- 1002-1004/2002 FAO Soil Unit:): Socti-Ca/cic Vertisols, (Humic,Pellic) Coordinatos-.Long (N): 0785030 . Lai (E): 0657442 Granulometry Depth (cm) Toxture Class H P (1:2.5) Sand Silt Clay H,0 KCI DH r EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOjjkg soil) CaCoj % 0-27 23.18 11.74 65 08 Clay 7.74 6 1.74 0.09 1.56 268 0.08 19.50 9.47 7.52 27-135 24.49 9.71 65.80 Clay 8.16 7.08 1.08 0.56 1.69 2.91 0.170 9.94 901 9.54 135-200 23.08 4.33 72.59 Clay 7.52 7.15 0.37 0.15 1.71 294 0.092 18.59 13.43 13.24 Depth (cm) Exchangable Cations (meq/100g soil) Soil Moisture Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-27 1.44 0.73 54 66 23.30 80.12 81.32 98.52 1.77 2.35 1.48 27-135 5.16 0.38 58.24 14.78 78.56 81.81 96.03 6.31 3.94 1.68 135-200 7.83 0.32 60.19 17.33 85.67 74.35 115.23 10.53 3.47 2.97 L - WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility 5tudy and Detail Design of Bale Gadula Irrigation Project _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result Annex 4.3(a) : Data Base for labratory Result Soil Survey Study Profile code BGP-14______________________________________________________________________________________________________ Mapping unit :VB2moVRca-peB LAB. NO:- 1005-1007/2002________________________________________________________________________________________________ _ ___________________________ FAO Soil Unit Sodi-Calcic Vertisols. (Humic,Pellic) Coordinates: Long (N): 0783013 . Lat (E): 0657406 Granulomotry Depth (cm) Texture Class P (1:2.5) M Sand Silt Clay H2O KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOsAg soil) CaCoj % 0-30 53.76 12 90 33.34 S. clay loam 8.38 7.15 1.23 0.15 2.57 4.42 0.28 9.28 15.72 30-108 19.15 10.78 70.07 Clay 9.1 7.2 1.9 0.41 1.79 3.08 0.193 9.27 580 108-200 20.81 8.68 70.51 Clay 8.98 7.33 1.65 0.66 1.29 2.22 0.123 10.49 4.89 Dopth (cm) Exchangabio Cations (mcq/100g soil) Soil Moisturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F C (%) PWP (%) gm/ (cm)3 0-30 0.58 1.25 59 28 12.77 73 88 75.83 97.43 0.77 4.64 30-108 8.53 0.64 55.63 11.40 76 19 73.85 103.17 11.54 4.88 1.58 108-200 9.04 0.68 39 32 26.67 75.71 64.36 117.64 11.54 1.47 6.16 J WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result________________________________________ Profile code BGP-16 ____ _____________________________________________________________________________ _____________________ Mapping unit -.PIccVRpeC LAB. NO:- 1008-1011/2002_________________________________________________________________________________________________________________________ FAO Soli UnltCa/c/'c Vertisols (Pellic) Coordlnato: Long (N): 0787581 . Lat (E): 0651412 Granulomotry Annex 4.3(a): Data Base for Ubratory Result Soil Survey Study Dopth (cm) Texture Class H P (1:2.5)' Sand Silt Clay HjO KCI Dph EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 3 8/ soil) CaCo3 % 0-25 48.45 13.16 38.38 Sandy clay 8 00 7.00 1.00 0 13 2.99 5.14 0.29 10.20 7.33 9.65 25-75 25.48 12.96 61.56 Clay 8.71 7.29 1.42 0.13 1.99 3 42 0.14 14.32 14.20 12.01 75-180 25.36 13 86 60.78 Clay 9.03 7.56 1.47 0.19 0 86 1.48 0.04 19.55 9.16 23.11 180-200 32 49 22.87 44.65 Clay 8 98 764 1.34 0.22 0.26 0.45 0 02 13 00 14.05 2827 Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca MS Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 0.25 0.86 51.98 19.44 72.53 60.43 12002 0.41 2.67 25-75 0.93 0.70 52.43 20.79 74.85 71.73 104.35 1.30 2.52 75-180 1.54 0.89 37.52 16.72 56.68 50.11 113.11 3.08 2.24 180-200 1.67 0.84 30.74 18.98 52.23 46.67 111.91 3.58 1.62 0.86 1— WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ____________________________________________ Bale Gaddula Irrigation Project Laboratory Result_____________________________ ___________ Profile code BGP-18______________________________________________________________________________________________________ Mapping unit VBIccVRpoA LAB. NO:- 1012-1012/2002_________________________________________________________________________________________________________________________ FAO Soil Unit: Calcic Vertisols (Pellic) Coordinates: Long (N): 0781948 , Lat (E): 0658577 Granulomotry Depth (cm) H P (1:2.5) Sand Silt Clay Texture Class HjO KCI DrH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O ,kg 25 soil) CaCoj % 0-26 35.36 16 16 48,48 Clay 6.95 5.78 1.17 0.08 2.60 4.47 0.28 9 29 9.77 292 26-77 22.67 13.96 63.37 Clay 8.17 6.95 1.22 0.09 1.11 1.91 0.12 9.25 4.12 3 14 77-160 27.04 13.07 59.89 Clay 8.57 752 1.05 0.16 0.97 1.67 0.08 12.13 4.73 15.93 Depth (cm) Exchangablo Cations (mcq/100g soli) Soil Molsturo Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-26 0.22 1.22 22.15 1627 39.85 45.69 87.22 0.47 1.36 1.49 26-77 0.29 2.61 29.38 9.49 41.77 46.67 89.50 0.63 3.10 1.90 77-160 0.52 0.92 27.57 19.44 48.45 46.18 104.92 1.13 1.42 0.55 1.94 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soli Survey Study Bale Gaddula Irrigation Project Laboratory Result_____________________________________________________ Profile code BGP-19 ______________________________________________________________________________________ Mapping unit: VB1ccVRwn-crA .LAB. NO:- 1015-1018/2002_______ _ _________________________________________________________________________________________ ___________________________ FAO Soil Unlt.Ca/c/c Vertisols (Hyposodic, Chromic) Coordinates: Long (N): 0781917 , Lat (E): 0659391 Granulomotry Depth (cm) P (1:2.5) H Sand Silt Clay Toxture Class H2O KCI DpM EC (ms/cm) (1:2:5) oc% OM% N% C/N Available P (mg P O kg 2 5/ soil) CaCoj % 0-25 32.25 12.90 54.84 Clay 8.38 7.08 1.30 0.13 2.98 5.13 0.28 10.64 5.98 12.90 25-60 12.68 6.47 80.85 Clay 9.27 7.48 1.79 0.52 1.95 3.35 0.14 13.93 14.35 19.30 60-110 17.55 9.76 72.68 Clay • 9.02 7.47 1.S5 0.95 1.72 2.96 0.12 14.33 3.97 19.30 110-181 14.46 5.48 80.06 Clay 8.96 743 1.53 0.93 1.09 1.87 0.08 13 63 30 99 14.47 Dopth (cm) Exchangable Cations (moq/100q soil) Soli Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 0.80 0.89 71.42 13.56 86.66 68 78 126.00 1.16 5.27 i 1.30 25-60 9.83 0.58 44.75 25.31 80.47 64.36 125.03 15.27 1.77 - 60-110 12.58 0 60 37.52 27.57 78.27 61.90 126.45 20.32 1.36 1.76 110-181 12.27 0.57 32.26 19.71 64.81 53.08 122.10 23.12 1.64 12.25 1.47 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia' Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________ Profile code BGP-21______________________________________________________________________________________________________ Mapping unit :nlVRou ,LAB. NO:- 1019-1020/2002___________________________________________________________________________________________________________________ FAO Soli Unit Endoleptic Vertisols (Eutric) Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Depth (cm) Granulometry Texturo Class P (1:2.5) H Sand Silt Clay HjO KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOwkg soil) CaCoj % 0-30 40.60 12.96 46.44 Clay 7.28 6.28 1.00 0.27 5.07 8.72 0.55 9.22 14.05 5.39 30 100 20.03 2.13 77.84 Clay 8.43 7.15 1.28 0.26 2.23 3.84 0.16 13.94 3.82 13.91 Depth (cm) Exchangablc Cations (moq/100g soil) Soil Molsturo Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.83 056 51.97 19.71 7306 63 79 114.53 1.30 2.64 1.59 30-100 1.14 0.43 45.70 34.94 82.20 71.10 115.61 1.60 1.31 - 1.45 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Wotcr Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project ____________________________ ___ ______________ Bale Gaddula Irrigation Project Laboratory Result_________________________________________ Profile code BGP-22________________________________________________________________________________________________________ Mapping unit :VB1ccVRpeA LAB. NO:- 1021-1024/2002______________________________ FAO Soil Unit: Ce/c/c Verf/so/s (Pellic) Coordlnatos:Long (N): 0792234 . Lat (E): 0660428 Annex 4.3(a): Data Base for labratory Result Soil Survey Study I Depth (cm) Granulometry Toxturo Class P (1:2.5) M Sand Silt Clay H,O KCI DPH V (ms/cm) (1:2:5) OC*/. OM% N% C/N Available P (mg PjOwkg soil) CaCoj X 0-20 46.82 10.89 40.29 Sandy clay 7.52 5.99 1.53 0.12 6.97 11.99 0.63 11.06 12 52 0.00 20-70 18.12 19 39 62.49 Clay 6.96 5.52 1 44 0.03 1.83 3.15 0.22 8.32 6.41 3.59 70-150 17.30 17.18 65.52 Clay 7.37 5.9 1.47 0.04 1.41 2.43 0.22 6.41 14.20 2.92 150-200 18.33 13.07 68.60 Clay 8.14 7.21 093 0.14 0.75 1.29 0.11 6.82 3.51 2.47 Dopth (cm) Exchangable Cations (meq/IOOg soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (•/.) PWP (%) gm/ (cm)3 0-20 0.76 0.94 67.20 15.68 84.58 71.10 118.96 1.07 4.29 - 20-70 0.25 041 23.74 6.72 31.13 39.44 78.93 0.64 3.53 - 70-150 0.30 0.44 25 54 2.24 28.51 37.50 76.03 0.81 11.40 - 150-200 0.45 0.68 21 06 16.58 38.76 25.81 150.17 1.74 1.27 0.86 1.40 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-23 Mapping unit :VB1ccVRpoA. LAB. NO - 1025-1027/ 2002 FAO Soil Unit: Calcic Vertisols (Pellic) Coordinates: Long (N): 0782897, Let (E): 0660432 Depth (cm) Granulomotry Toxturo Class P (1:2.5) M Sand Slit I Clay H2O KCI d/ EC (ms/cm) <i:2:S) OC% OM% N% C/N Available P (mg PjOj/kg soil) CaCoj % 0-20 38 70 25.81 35.49 Clay loam 6.33 5.23 1.10 0.05 2.54 4.37 0.34 7.47 3.51 Trace 20-115 . 23.46 2.16 74 38 Clay 9.14 7.11 2.03 0.64 1.84 3.16 0.15 12.27 2.90 11.00 115-200 19.72 325 77.02 Clay 8.53 7.17 0.65 1.24 2.13 0.08 15.50 2.14 10.32 Depth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Moisture Bulk Donslty Na K Ca Mfl Sum of Cations CEC moq/100 gm of soli Avg. ESP (TOPIOOcm) F C (%) PWP ('/.) gm/ (cm)3 0-20 0.14 0.86 19.98 4.44 25.42 40.54 6270 0.36 4.50 1.48 20-115 10.23 0.30 55.55 2061 86.69 68.17 127.17 15.00 2.70 1 80 115-200 10.42 036 49 28 20.16 80.22 66 71 120.25 15.62 244 - 7.68 ** I i WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula irrigation Project Annex 4.3(a): Data Base for labratory Result Soil Survey Study Coordlnatos:Long (N)- 0781994 , Lat (E): 0661541 Granulomotry Dopth (cm) Texture Class P (1:2.5) H Sand Silt Clay HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 3/ soil) CaCo3 % 0-24 48.63 11.77 39.59 Sandy clay 8.3 7.07 1.23 0.19 2.60 4.47 0.35 7.43 6.87 5.83 24-128 19.00 6.48 74.52 Clay 8.93 7.28 1.65 0.68 1.58 2.72 0.13 12.15 4 58 11.00 128-200 22.16 8.53 69.31 Clay 8.81 7.24 1.57 1.08 0.99 1.70 0.05 19 80 2.29 8.53 Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-24 1.02 1.59 62.72 _____ 17.47 82.80 68.66 120.59 1.49 3.59 24-128 10.23 0.45 46.59 19.71 76.98 68 66 112.12 14.89 2.36 - 128-200 10.71 0.45 43.90 20.16 75.23 60.87 123.59 17.60 2.18 - 5.06 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________________ Profile code BGP-26__________________________ _ _________________________________________________ ________________________ Mapping unit; PIccVRhu-peC LAB. NO:- 1028-1030/ 2002___________________________ ________________________________________________________________________________________________ FAO Soil Unit Calcic Vertisols (Humic. Pellic), Stony phase Coordinates:Long (N): 0782343 , Lat (E): 0662287 Granulometry Depth (cm) P (1:2.5) H Sand Silt Clay Texture Class EC (ms/cm) oc% OM% N% C/N HjO KCI DPH Available P (mg PjOs/kg soli) CaCo} % 0-22 39.02 11.98 49.00 Clay 8.1 6.82 1.28 0.17 2.96 5.09 0.42 7.05 6.26 3.59 22-112 24.58 9.70 65.72 Clay 8.63 6.99 1.64 0.49 2.39 4.11 0.20 11.95 6.72 8.64 112-200 15.15 4.30 80.55 Clay 9.01 7.31 1.70 0.75 1.73 2.98 0.09 19.22 3.21 19.86 I Depth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC meq/100 gm of soli Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-22 1.07 045 71.23 16.58 89.33 64.77 137.92 1.65 4.30 1.74 22-112 9.74 0.40 62.72 16.13 88.98 65.74 135.35 14.81 3.89 1.63 112-200 11.10 0.40 54.66 17.02 83 18 67.20 123.78 16.52 3.21 - 8.23 I WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Oata Base for Labratory Result Soil Survey Study ______________________________________ _______ Bale Gaddula Irrigation Project Laboratory Result_______________________________________ ___ Pro filo code BGP-27_________________ _____________________________________________________________________________________ Mapping unit :VB1ccVRpeA LAB. NO:- 1034-1036/2002__________________________________________ __ ___________________ ___ ______________________________________________________ FAO Soil Unit Calcic Vertisols (Pollic) Coordlnatos:Long (N): 0781038 . Lat (E): 0662413 Dopth (cm) Granulomotry P (1:2.5) M Sand Silt Clay Toxturo Class h2o KCI d/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 8/ soil) CaCo3 % 0-24 33.57 26.14 40.29 Clay 6.65 5.58 1.07 0.07 3.28 5 64 0.40 8.20 12.52 1.91 24-83 31.72 18.14 50.14 Clay 8.26 7.17 1.09 0.11 1.02 1.75 0.15 6.80 13.59 2.47 83-140 16.94 17.26 65.80 Clay 6.82 5.26 1.56 0.03 1.18 2.03 0.15 7.87 10.23 0.79 Dopth (cm) Exchangablo Cations (moq/100g soil) 1 Soil Molsturo Bulk Donsity Na K Ca Mg Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-24 0.13 1.69 24.64 2 24 28.70 41.88 68.53 0.30 11.00 1.78 24-83 0.23 1.21 29.57 5.38 36.38 36.52 99.62 0.64 5.50 1.47 83-140 0.18 1.05 24.42 3.55 29.21 46.33 63.05 0.40 6.88 1.17 0.47 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for labratory Result Soil Survey Study _____________________________________________Bale Gaddula Irrigation Project Laboratory Result____________________________________________ Profile code BGP-28___________________________________________________________________________ _______________________ Mapping unit :VB2ccVRwn-poB LAB. NO:- 1037-1040/2002_____________________________________________________________________________________________________________________________ FAO Soil Unit Calcic Vertisols, (Hposodic, Pellic) Coordlnatos:Long (N): 0780036 ,Lat (E): 0663401 Granulometry Depth (cm) P (1:2.5) H Sand Silt Clay Texture Class h2o KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOjykg soil) CaCo3 % 0-25 33.91 17.33 48.75 Clay 7.53 6.59 0.94 0.17 3.33 5.73 0.47 7.09 12 06 3.37 25-95 2042 9 68 69 90 Clay 8.24 6.89 1.35 0.53 1.88 3.23 0.15 12.53 2.75 10.88 95-140 19 15 10.78 70.07 Clay 8.2 6.97 1.23 0.86 1.58 2.72 0.12 13.17 2.75 12.12 140-200 18.64 8 68 72.68 Clay 8.23 6.99 1.24 0.64 1.04 1.79 0.06 17.33 088 6.96 Depth (cm) Exchangablc Cations (meq/100g soli) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 0.39 247 63.62 10.30 76.78 73.53 104.42 0.53 6.18 - 25-95 7.50 0.44 48.38 2643 82.75 63 30 130.73 11.85 1.83 1.56 95-140 4.73 0.48 43.51 23.09 71.81 53.57 134 05 8 83 1.88 » 1.25 140-200 4.64 0.45 34.50 13.89 53.47 50.64 105.59 9.15 2.48 6.19 1.69 WWDSf. In Association with JCTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for labratory Result Soil Survey Study Profile code BGP-32 LAB. NO:- 1041-1043/2002 FAO Soil Unit. Mollie Vertisols (Celtic, Hyposodic) Coordlnatos:Long (N); 0780990 , Lal (E): 0664399 Mapping unit :VB1moVRca-wnA Depth (cm) Granulomotry P (1:2.5) M Sand Silt Clay Texturo Class HjO KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg PjOs/kg soli) CaCoj % 0-30 41.14 17.12 41 73 Clay 6 61 5.67 0.94 0.07 2.27 3.90 0.21 1081 4.42 0.90 30-80 23 32 23.76 52 92 Clay 7.35 645 0.90 0.12 1.41 2.43 0.16 8.81 1.62 0.79 80-145 17.90 14.93 67.17 Clay 7.83 6 89 0.94 0.15 1.07 1.84 0 08 13.38 2.65 6.84 Dopth (cm) Exchangablo Cations (meq/100g soil) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.16 1.66 3360 1.34 36.76 47.23 77.83 0.33 25.07 1.66 30-80 0.29 0.88 32.38 5.47 39.01 54.52 71.55 0.53 5.92 1.83 80-145 0.47 5.79 30.55 11.40 48.21 56.50 85.33 0.82 2.68 1.78 0.43 WWDSE In Association with ICT r. g g g r f r i n r • FeasiB^KudyFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) .* Data Base for Labratory Result Soil Survey Study ___ ________________________________________ Bale Gaddula Irrigation Project Laboratory Result_____________________________________________ Profile code BGP-34_______________________________________________ ;___________________________ _________________________ Mapping unit :VB1moVRca-wnA LAB. NO:- 1044-1046/2002_____________ ________________________________________________________________________________________________________________ FAO Soil UnitMoZZ/c Vertisols (Calric. Hyposodic) stony phase Coordinates, Long (N): 0781104 ,Lat (E): 0665287 Granulomotry Depth (cm) Texture Class P (1:2.5) H Sand Silt Clay HO a KCI DpM EC (msZcm) (1:2:5) OC% OM% N% CZN Available P (mg PjOj/kg soil) CaCo9 % 0-30 31 40 15 24 53.36 Clay 6.37 5.34 1.03 0.05 2.50 4.30 0.32 7.81 1.03 Trace 30-80 18.12 14.01 67.87 Clay 6.72 5.66 1.06 0.04 1.50 2.58 0.15 10.00 1.18 Trace 80-140 21.59 17.18 61.22^ Clay 7.63 6.68 0.95 009 1.02 1.75 0.11 9.27 0.44 8.64 Depth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gmZ (cm)3 0-30 0.16 068 24.17 5.93 30.93 50 56 61.17 0.31 4.08 1.71 30-80 0.20 0.48 31.64 6.33 3865 43.73 88 38 0.45 5.00 1.88 80-140 0.29' 0 49 37.06 3.62 41.47 43.23 95.93 0.68 10.24 1.70 0.38 _______ WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ___________________________________________ Bale Gaddula Irrigation Project Laboratory Result______________________ _ __________________ Profile code BGP-35 ______________________________________________________________________________________________ Mapping unit :VB1moVRca-wnA LAB. NO:- 1047-1053/2002_______________________________________________________________________________________________________ __________________ _ FAO Soil Unit. Mollie Vertisols (Celtic. Hyposodic) Stony phase Coordinates, Long (N): 0782041, Lai (E): 0665415 Granulomotry P (1:2.5) H Dopth (cm) Texture Class “J Sand Slit Clay H0 DpH a KCI EC (ms/cm) (1:2:5) OC% OM7. N% C/N Available P (mg P O kg 3 5/ soli) CaCo, % 0-26 32.48 20.69 46.83 Clay 7.91 6.70 1.21 0.24 3.45 5.93 0.39 8.85 3.39 Trace 26-80 19.98 10.67 69 35 Clay 8.94 6.99 1.95 0.54 222 3 82 0.18 12.33 Trace 16.04 80-137 14.78 8.63 76.59 Clay 8.24 6.97 1.27 1 35 2.04 3.51 0.14 14.57 1.92 22.78 137-200 14 41 2.17 83.42 Clay 8.20 6.89 1.31 1.21 1.15 1.98 0.06 19.17 Trace 12.34 200-240 - - - - 8.46 6.97 1.49 1.25 - - - 240-370 - - - - 8.12 6.85 1.27 1.13 - - - 370-450 - - - - 8.68 7.09 1.59 0.95 - - - - Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-26 1.00 1.00 75.94 2.71 80.65 60.92 132.39 1.65 28.02 1.64 26-80 10.61 0.41 61.02 13.56 85.60 70.75 120.99 15.00 4.50 1.67 80-137 6.26 0.48 44.75 11.30 62.79 58.47 107.39 10.71 3.96 1.58 137-200 6.28 0.52 45.65 26.67 79.12 50.60 156.36 12.41 1.71 1.51 200-240 - - - - - - - 8.33 - 240-370 - - - - - - - - 370-450 - - - - - - - - I WWDSE In Association with ICTFederal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-36 Mapping unit :VB1moVRca-wnA LAB. NO:- 1054-1057/2002 Long (N): 0782020 Soil claaslflcatlon, FAO [2006):): Moli/c Vertisols (Calric, Hyposodlc). Stony phase Dopth (cm) Granulometry P (1:2.5) M Sand Silt Clay Texture Class HjO KCI DpH EC (ms/cm) OC% OM% N% C/N Available P (mg PjOj/kg soli) CaCo3 % 0-27 46.00 11.00 43 00 Sandy clay 6.78 5.99 0.79 0.13 3.93 6.76 0.40 9.83 4.57 Trace 27-82 24 86 15.25 59.69 Clay 7.88 6.91 0.97 0.16 2.04 3.51 0.18 11.33 3.10 7.52 82-127 23.18 9.60 67.21 Clay 8.16 6.95 1.21 0.24 1.64 2.82 0.11 14.91 3.69 4.94 127-200 29.88 10.79 59.33 Clay 8.20 7.14 1.06 0.35 0.89 1.53 0.08 11.13 3.69 23.45 Depth (cm) Exchanqable Cations (moq/100g soil) P0S(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-27 1.54 1.22 51.53 11.75 66.04 97 28 67.89 1.59 4.39 - 27-82 1.03 0.49 51.98 9.94 63.44 61.90 102.49 1.67 5.23 1.54 82-127 2.10 0.51 35.84 17.02 55.48 63.79 86.97 3.30 2.11 1.42 127-200 2.33 0 56 26.88 16.58 46 34 28.24 164.09 8 24 1.62 1.63 1 56 WWDSE in Association with ICT Page 23 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Profile code BGP-37 LAB. NO:- 1140-1142/2002 FAO Soil Unit: Calcic Vertisols (Hyposodic, Chromic) Coordinates: Long (N) 0781035 .Lat (E): 0666406 Mapping unit :VB1ccVRwn-crA Depth (cm) Granulometry Toxturo Class P (1:2.5) H Sand Silt Clay HjO KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O /kg 25 soil) CaCo, % 0-23 23.77 22.87 53 36 Clay 7.92 7.02 0.90 0.16 3.96 6.81 0.45 8.80 6.19 15.93 23-100 16.47 26.04 57.50 Clay 8.87 7.18 1.69 0.42 2.11 3.63 0.17 12.41 1.92 16.04 100-167 21.59 8.59 69.81 Clay 8.73 7.05 1.68 0.57 2.10 3.61 0.16 13.13 2.21 6.40 Dopth (cm) Exchangablc Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soli PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-23 0.62 0.72 62.16 22.20 85.70 72.87 117.61 0.85 2.80 1.60 23-100 9.54 0.63 51.91 14.34 76 48 65.25 117.21 14.63 3.62 1.31 100-167 7.99 0.57 37.18 70.78 116.53 65 25 178.59 12.24 0.53 1.45 WWDSE in Association with ICTFederal Democratic Republic of Ethiopia Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-39 Mapping unit :VB2haLVho-crB LAB. NO:- 1058-1060/2002 FAO Soil UoWHaplic Luvisols (Hypereutric. clayic) * Coordlnates:Long (N): 0783007 ,Lat (E): 0668335 Granulometry Depth (cm) Toxturo Class P (1:2.5) M Sand Silt Clay HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOj/kg soli) CaCOj % 0-30 25.24 26.00 48.75 Clay 6.92 5.95 0.97 0.09 1.75 3.01 0.22 7.95 10.02 Trace 30-130 30 10 19.36 50.54 Clay 7.84 6.82 1.02 0.15 1.40 2.41 0.15 9.33 7.67 2.47 130.185 21.30 17.25 61.45 Clay 7.73 6.05 1 68 0.14 0.10 0.17 0.01 10.00 0 29 Trace Dopth (cm) Exchangable Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.13 1 53 31.81 7.62 41.08 52.59 78.11 024 4.17 1.37 30-130 0.22 0.67 47.94 5.82 54.66 44.31 12336 0.51 8.24 1.52 130.185 0.40 0.72 29.12 8.96 39.20 27.76 141.21 1.44 3.25 - 0.34 • _______Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result_____________________________________________ Profile code BGP-40_______________________________________________________________________________________________________ Mapping unit . VB1 ccVRwn-crA LAB. NO:- 1061 -1064/ 2002_________________ ____________________ ______ ________________________________________________________________________________ FAO Soli Unit: Calcic Vertisols (Hyposodic, Chromic). Coordinates: Long (N): 0781998 , Lal (E): 0668399 Oopth (cm) Granulomotry P (1:2.5) H Sand Silt Clay Texturo Class HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Availablo P (mg P2O^kg soil) CaCo, % 0-20 27.77 19.40 52.82 Clay 7.80 6.72 1.08 0.21 3.35 5.76 0.31 10.81 7.96 14.25 20-80 16.47 8.68 74.85 Clay 8.34 6.89 1.45 0.64 1.95 3.35 0.15 13 00 1.03 16.83 80-115 17.60 2.14 80.26 Clay 7.98 6.95 1.03 1.75 1.30 2.24 0.09 14.44 0.88 23.79 115-200 12.52 4.32 83 16 Clay 8.71 7.31 1.40 1.84 0.94 1.62 0.06 15 67 0.74 21.54 Dopth (cm) Excbangable Cations (moq/100g soil) Soil Moisture Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 1.66 0.47 69.44 13.44 85.00 74.02 114.83 2.24 5.17 1.69 20-80 15.97 0.35 55.10 14.34 85.76 73.53 116.63 21.72 3.84 1.71 80-115 10.13 0.69 43.07 25.75 79.65 76.25 104.46 13.29 1.67 1.65 115-200 19.48 0.48 43.01 25.98 88.95 63.30 140.52 30.77 1.66 11.98 1.40 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study _____________________________________________Bale Gaddula Irrigation Project Laboratory Result__________________________________________________ Profile code BGP-42__________________________ _______________________________________ ___ _______ ■___________________ ■ Mapping unit :VB1ccVRwn-crA LAB. NO:- 1065-1068/ 2002____________________________________________________ __________ : FAO Soil Unit: Cafc/c Vert/so/s (Hyposodic. Chromic)______________________________________________________________________________________________________________ Coordinates: Long (N): 0781964 , Let (E): 0670326 Granulometry P (1:2.5) M Depth (cm) Toxture Class Sand Silt Clay HjO KCI Dpm EC (mi/cm) (1:2:5) OC% OM% N% C/N Available P (mg PtO„kg soil) CaCo, % 0-20 17.90 8.53 73.57 Clay 8.87 7.15 1.72 056 1.81 3 11 0.17 10.65 3.69 26.59 20-65 13.97 4.36 81.67 Clay 8.32 7.24 1.08 3.58 1.55 2.67 0.12 12.92 3.39 25.81 65-135 14.89 4.31 80.80 Clay 8.71 7.46 1.25 2.46 1.21 2.08 0.08 15.13 0.88 20.76 135-200 17.30 644 76.26 Clay 8.85 7.44 1.41 1.96 0.69 1.19 0.07 9.86 3.24 19.30 Depth (cm) Exchangablo Cations (moq/IOOg soli) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 12.66 0 32 55.10 15.68 83.76 55 51 150.89 22 81 3 51 - 20-65 7.32 0.40 49 28 21.06 78.06 58.43 133.60 12.53 2.34 1.24 65-135 20.26 0.43 45.70 17.02 83.41 61.36 135.94 33.02 2.69 1.33 135-200 18.02 0.55 40.32 18.82 77.70 63 30 122.75 28.46 2.14 17.67 1.72 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soli Survey Study Profile code BGP-43 LAB. NO:- 1143-1146/2002 FAO Soil Unit Calcic Luvisols (Hypereutric, Chromic) Coordinates: Long (N): 0781000 ,Lat (E): 0670400 Mapping unit :PlccLVho-crC Depth (cm) Granulomotry P (1:2.5) M Sand Silt Clay Texture Class HjO KCI DpM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 8/ soil) CaCoj X 0-35 29.22 32.67 38.11 Clay loam 8.02 6.99 1.03 0.20 3.80 6 54 0.51 7.45 7.96 15.03 35-110 17.20 10.75 72.05 Clay 8.42 7.08 1.34 0.52 1.90 3 27 0.17 11.18 2 95 9.54 110-182 14 84 6.47 78.70 Clay 8.71 7.14 1.57 0.59 1.50 2.58 0.12 12.50 2.06 11.78 182-200 18.64 9.76 71.60 Clay 8.84 7.29 1.55 0.71 1.14 1.96 009 12.67 6.78 11.78 Depth (cm) Exchangablo Cations (moq/100g soil) Soli Molsturo Bulk Donslty Na K Ca Mg Sum of Cations PBS(%) ESP Ca/Mg CEC moq/100 gm of soli Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-35 0.43 1.32 56.45 4.03 62.23 59.90 103.89 0.72 14.01 35-110 4.09 0.63 46.59 20.61 71.92 52.10 138.04 7.85 2.26 1.51 110-182 7.99 0.70 51.97 22.40 83.05 51.62 160.89 15.47 2.32 1.38 182-200 7.11 0.78 53.76 11.20 72 84 53.08 137.23 13.39 4.80 4.29 1.49 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study ____________________ ___________________ Bale Gaddula Irrigation Project Laboratory Result__________________________________________________ Profile code BGP-44_________________________________________ ______ ._____________________________________________________Mapping unit :VB2ccVRwn-poB------------- LAB. NO:- 1147-1150/2002_______________________________ ___________________________________________________________________________________________________ FAO Soil Unit Ca/c/c Vertisols, (Hposodic, Pellic) Coordinator: Long (N): 0781120, La! (E): 0671340 Granulometry P (1:2.5) M Depth (cm) Texture Class Sand Silt Clay h2o KCI 0/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O kg 2 8/ soil) CaCo3 % 0-15 24.33 26 32 49.35 Clay 8.33 7.00 1.33 025 4 12 7.09 0.40 10.30 5.16 15.37 15-67 19.00 10.80 70.20 Clay 8.90 7.25 1.65 0.57 2.36 4.06 0.17 13.88 2.80 6.40 67-103 15 83 8 53 74.64 Clay 8.9 7.49 1.41 2.07 2.03 3.49 0.15 13.53 1.18 22.10 103-200 15 06 6 53 78.40 Clay 8.57 724 1.33 2.18 1.19 2.05 0.06 19.83 5.60 19.07 1 Depth (cm) Exchangablo Cations (mcqdOOg soli) Soil Moisturo Bulk Donslly Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm) (cm)3 0-15 1 66 1.06 63.62 4.03 70.36 65.25 107.83 2.54 15.79 - 15 67 11.30 0.67 47.04 21.95 80 96 67.20 120.48 16 81 2.14 - 67-103 16 75 0.78 43.01 20.16 80.69 64.28 125.53 26.06 2.13 - 103-200 1665 0.98 36.29 35 84 89.76 59.90 149 85 27.80 1.01 15.14 1.57 WVJtrtf In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __ __________________________________________ Balo Gaddula Irrigation Project Laboratory Result________________ ____________________________ Profile codo BGP-45________________________________________________.__________________________________________ ___________ Mapping unit :VB1 vrLPca-huA LAB. NO> 1069-1070/2002___________________________________________________________________________________________ _______________________________ FAO Soli Unit: Vertic Leptosols ( Calcaric. Humic) Coordinates:Long (N): 0782072, Lat (E): 0671416 Granulomotry P (1:2.5) H Dopth (cm) Toxturo Class Sand DPM Silt Clay H,0 KCI EC (ms/cm) (1:2:5) — OC% OM7. N% C/N Avallablo P (mg P20s>9 soil) CaCo3 % 0-32 15.06 55.54 29.40 Slity clay loam 7.71 6.67 1.04 0.2 2.68 4.61 038 705 12.24 6.17 32-40 - - - - - - - - I Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Moisturo Bulk Donslty Na K Ca MS Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (•/•) PWP (%) gm/ (cm)3 0-32 0.21 1.08 61.82 7.17 70.29 66.71 105.37 0.32 8.62 1.30 32-40 - - - - - - 0.32 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Sol! Survey Study Bale Gaddula Result Profile code BGP-46 LAB. NO:- 1071-1073/2002 FAO Soil Unit Calcic Vertisols. (Hposodic, Pellic) Coordinates, Long (N): 0780958 ,Lat (E): 0672428 Mapping unit :VB2ccVRwn-poB Granulometry P (1:2.5) H Depth (cm) Texturo Class Sand Silt Clay HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avalfablo P (mg PjOjjkg soil) CaCoj % 0-30 26.65 26 97 46.38 Clay 7.62 6.79 0.83 0.16 3.31 5.69 037 8 95 8.55 14.03 30-110 18.33 10.89 70.78 Clay 823 6.94 1.29 0.55 1.84 3.16 0.17 10.82 2.80 23.67 110-200 15.96 9.70 74.34 Clay 8.12 7.01 1.11 0.77 1.04 1.79 0.11 9.45 4.28 23.67 Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Donsity Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.53 0.94 48.83 9.41 59.70 48.70 122.59 1.08 5 19 1.40 30-110 8 47 0.56 45 70 16 13 70.85 59.90 11828 14.15 2.83 - 110-200 4 46 0.63 37.63 1523 57.95 51.62 112.26 8.64 2.47 1.78 7.62 WWDSE in Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soli Survey Study ____________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________________ Profile code BGP-48________________________________ _____________________________________________________________Mapping unit: VB2ccVRwn-peB LAB. NO:- 1074-1080/2002____________________________________________________________________________________________ ______________________________ FAO Soil Un It Ca/c/c Vertisols. (Hposodic, Pellic) Coordlnatos:Long (N): 0762021 .Lat (E): 0673412 Depth (cm) Granulomotry Texturo Class P (1:2.5) H Sand Silt Clay H,0 KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 39 soil) CaCoj % 0-30 20.52 18.26 61.22 Clay 7.90 6.81 1.09 0.19 2.66 4.58 0.32 8.31 1224 20.53 30-60 13.97 1307 72.96 Clay 8.32 6.93 1.39 0.70 2.07 3.56 0.18 11.50 3.24 11.78 60-140 13 58 12.80 73.62 Clay 8.04 6.98 1.06 2.07 1.29 222 0.11 11.73 1.47 19.64 140-200 1546 4 28 80 26 Clay 8.01 7.00 1.01 2.18 0.91 1.57 0.05 18 20 1.18 21.65 200-300 - - - 8.58 7.23 1.35 2.00 - - - - 300-400 - - - 7.99 6.90 1.09 1.82 - - - - 400-450 - - - 8 11 692 1.19 1.68 - - - Depth (cm) Exchangablo Cations (mcq/100g soil) PBS(%) ESP Ca/Mg Soli Molsturo Bulk Density Na K Ca Mg Sum of Cations CEC mcq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 1.93 0.69 63.05 7.10 72.78 72.39 100.54 2.67 8.88 1.30 30-60 5.67 0.41 55.10 4.93 66.11 46.75 141.41 12.13 11.18 1 63 60-140 8 20 0.65 43.46 25.98 78.29 75.48 103.72 10.86 1.67 140-200 7.35 0.39 41.74 14.21 63.69 60.33 105.57 12.19 2.94 200-300 - - - - - - - 300-400 - - - - - - 7.40 400-450 - - - - - - - • WWDSE In Association with ICTFederal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Dale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________ Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-50_______________________________________________ , Mapping unit :VB2ccVRwn-poB LAB. NO:- 1081-1084/2002___________________________________________________________________________ ______ _________ FAO Soil Unit Calcic Vertisols. (Hposodic, Pellic) Coordinatos:/.ong (N): 0781006 ,Lal (E): 0674402 Granulometry Depth (cm) I Texturo Class P (1:2.5) M Sand Silt Clay HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Availablo P (mg PjO^kg soil) CaCoj % 0-30 19 20 1508 65 72 Clay 9.07 7.19 1.88 0.26 1.66 2.86 0.18 922 2.95 19.19 30-00 15 15 12 89 71 96 Clay 8.91 7.29 1.62 0.87 1.43 2.46 0.11 1300 1.18 19.64 80-130 11.79 871 79.49 Clay 8.63 7.19 1.44 2.20 0.87 1.50 0.08 10.88 0.88 20.76 130 200 17.85 8.54 7362 Clay 8.51 7.15 1.36 1.81 1.28 2 20 0.08 16.00 1.47 10.10 Dopth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (•/.) PWP (%) gm/ (cm)3 0-30 7.73 0 60 66.58 9.58 84.49 71.87 117.56 10.76 6.95 1.71 30-80 16 36 0.55 43.32 18.70 78.92 39.65 199.04 41.25 2.32 - 80-130 18 47 058 38.42 22.60 8007 39.30 203.74 47 00 1.70 - 130-200 1965 0.57 39.78 23.50 83 51 70.26 11886 27 97 1.69 1.51 26.01 WVJDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________Bale Gaddula Irrigation Project Laboratory Result_______________________________________ Profile code BGP-53___________________________________________ ._______________________ __________________________________ Mapping unit :VB1ccVRwn-crA LAB. NO> 1085-1090/2002_____________________________________________________________________________________________________________________________ FAO Soil Unit. Calcic Vertisols (Hyposodic, Chromic) oordlnatos: Long (N): 0731065 Lai (E): Q67651 Granulomotry Dopth (cm) Toxturo Class P (1:2.5) H Sand Silt Clay H,0 KCI Dpm EC (ms/cm) (1:2:5) OC% 0M% N% C/N Available P (mg P O kg 3 s/ soil) CaCo3 % 0-30 36.36 23.73 39.91 Clay loam 8.16 7.26 0.90 0.46 4.39 7.55 0.46 9.54 15.04 17.17 30-70 17.66 9.75 72.59 Clay 881 7.28 1.53 1.02 2.15 370 0.31 694 5.60 20.20 70-130 21.50 4.30 74.20 Clay 8.13 7.22 0.91 3.91 1.41 2.43 0.19 7.42 2.65 24.12 130-200 20.23 5.39 74 38 Clay 8.44 7.22 1.22 2.30 0.84 1.44 0.05 16.80 Trace 16.83 200-300 - - - - - 7.19 2.15 - - - 15.71 300-400 - - - - - 7.21 1.91 - - 11.78 400-500 - - - - - 7.21 1.86 - - 19.07 Dopth (cm) Exchangablo Cations (meq/100g soil) PBS(%) ESP Ca/Mg Soli Molsturo Bulk Density Na K Ca Sum of Cations CEC moq/100 gm of soli Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 1.61 5.10 5695 ____________ 7.23 70.89 58.96 120.23 2.73 7.8B 1.35 30-70 17.69 0.68 51.08 15.37 84.81 41.27 205.50 42.86 332 1.56 70-130 7.20 0.59 48.36 14.92 71.07 74.19 95.79 9.71 3.24 130-200 6.89 0.72 43 84 8.14 59.59 62.40 95.50 11.04 5.39 1.51 200-300 - - - - - - 22.80 300-400 - - - - - - 400-500 - - - - - - - - WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________ Bale Gaddula Irrigation Project Laboratory Result_________________ ___________________________ Profile code BGP-54.Mapping unit :VB2ccVRwn-poB, — LAB. NO:- 1092-1095/2002______________________________________________________________________________________________ ______ _ ______________________ ______ FAO Soil Unit Calcic Vertisols, (Hposodic, Pellic) Coordinates: Long IN): 0780001, Lat (E): 0676400 Depth (cm) Granulometry Texture Class P (1:2.5) H Sand Silt Clay H2O KCI DrH EC (ms/cm) (1:2:5) 0C% OM% N% C/N Available P (mg P O kg 2w soil) CaCo3 % 0 25 20.03 17.06 62.91 Clay 8.75 7.10 1.65 0.26 2.06 3.54 0.18 11.44 10.17 22.10 25-75 18.33 10.89 70.78 Clay 9.05 7.30 1.75 0.66 ‘ 2.04 3.51 0.18 11.33 6.19 18.29 75-125 9.50 7.54 82.96 Clay 8.92 7.47 1.45 2.28 1.30 2.24 0.08 16.25 1.62 14.03 125-200 13.00 2.15 84.85 Clay 8.65 7.29 1.36 2.30 1.10 1.89 0.08 13.75 5.01 18.74 [ Depth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K rr PBS(%) 1 ESP Ca/Mg Mg I Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 6 68 0.60 61.47 8.59 77 34 71.73 107 82 9.32 7.16 1.46 25-75 13.66 0.43 4927 14.92 78 28 76.15 102.80 17.94 3.30 1.65 75-125 19.77 0.49 41 22 21.50 82.98 65 74 126.22 3007 1 92 1.47 125-200 18.80 0.46 41.66 1882 79.74 65.25 122.21 28.81 2.21 1.58 13.63 t WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ________________________________ __________ Bale Gaddula Irrigation Project Laboratory Result____________________________________ _ Profile code BGP-56Mapping unit :PlccVRhu-poA LAB. NO:- 1096-10999/2002_________________________________________________ ________________ FAO Soil Unit: Calcic Vertisols (Humic. Pellic) Stony phase CoordlnatostLong (N): 0783150 , (E): 0665963 Dopth (cm) Granulomotry P (1:2.5) H Sand Silt Clay Texturo Class HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 5/ soli) CaCo3 % 0-20 19.42 18.51 62 07 Clay 7.84 7.01 0 83 0.13 2.40 4.13 0.25 9.60 10.47 18.18 20-110 19.98 8 54 71.48 Clay 8.13 7.13 1.00 0.17 1.07 1.84 0.14 7.64 3.98 23.00 110-160 19.10 8.63 72.27 Clay 8.12 7.23 0.89 0.20 0.25 0.43 0.03 8.33 0.74 15.03 160-200 14.41 10.83 74.76 Clay 8.10 7.08 1.02 0.13 020 0.34 0.02 10 00 1.77 13.13 Dopth (cm) Exchangablo Cations (moq/100g soli) Soil Moisturo Bulk Donsity Na K Ca MS Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 0.21 1.15 36.29 6.27 43.92 72.56 60.53 0.30 5.79 - 20-110 0.68 0.74 58.24 23.74 83.41 82.30 101.35 0.83 2.45 - 110-160 0.77 0.59 34 94 9.86 46.16 40.42 114.20 1.90 3.54 - 160-200 0 94 0.52 27.78 9.86 39.09 42.37 92.26 2.23 2.82 - 0.57 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a) ; Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result_____________________________________________ Profile code BGP-57_________________________________________________________________________ ___________________________MgP£lng unit VBImoVRca^wnA .. LAB. NO:- 1100-1103/2002 FAO Soil Unit Molhc Vertisols (Caine, Hyposodic) Coordinates: Long (N): 0763907 ,Lat (E) 0665606 . Depth (cm) Granulometry Toxture Class P (1:2.5) M Sand Silt Clay H2O KCI DpM EC (mi/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 s/ soli) CaCoj % 0-25 34.40 17.21 48.39 Clay 7.25 6.27 0.98 0.1 3.45 5.93 0.39 8.85 14.74 14.03 25-80 10.52 34.50 54.98 Clay 8.02 7.10 0.92 0.15 2.17 3.73 023 9.43 37.44 15.71 80-115 18.64 8.68 72.68 Clay 8 13 7.09 1.04 0.24 1 87 3.22 0 14 13.36 51.74 12.90 115-200 23.23 7.68 6909 Clay 8.19 7.05 1.14 0.27 2.01 3.46 0.16 12.56 14.15 8.42 - Dopth (cm) Exchangable Cations (moq/100g soli) Soli Moisturo Bulk Donslty Na K Ca Mg Sum of Cations PBS(%) ESP Ca/Mg CEC moq/100 gm of soli Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 058 0 58 54 66 1702 72 84 65.25 111 63 0.90 321 1.17 25-80 1.25 0 55 64 38 8 44 74.61 66.60 112.03 1.87 763 80-115 1.15 049 60 48 8 06 70 19 61.36 114.39 1.87 7.50 1 56 115-200 1 70 0 46 64 96 1344 80 56 7207 111.78 2.36 4 83 1 06 1.55 I WV/DSE In Association with ICTFederal Democratic Republic of Fthlopla• Ministry of Water Resources Feasibility Study and Detail Doslgn of Dale Gadula Irrigation Project Annex 4.3(a): Data Base (or Labratory Result Soil Survey Study __________________________________________ Balo Gaddula Irrigation Project Laboratory Result___________________________ _ Profilo codo BGP-59_______________________________________________________________________________________________________ Mapping unit :R LAB. NO> 1104-1106/2002_________________________________________________________________________________________________________________ FAO Soil Unit Endoloptic Vertisols (Polite) Gronulomotry P (1:2.5) M -------- I Dopth (cm) Toxturo Class Sand DPM Silt Clay HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O ,kg 25 soil) CaCoj x 0-30 29.80 6 48 63 72 Clay 8.25 7.16 1.09 0.17 3.17 5.45 0.29 10.93 590 13.46 30-150 20.03 10.66 69.31 Clay 8.40 7 09 1.31 0.36 1.51 2.60 0.08 18.88 1.62 16.49 150-200 13.97 4.36 81 67 Clay 8.45 7.17 1 28 0.38 1.31 225 007 18.71 3.69 14.92 Dopth (cm) Exchangablo Cations (moq/100g soil) Sol) Moisture Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.23 1.35 53.76 0.90 56.24 60.38 93.14 0.39 59.73 1.80 30-150 1.33 1.42 49.28 11.20 63.23 57.95 109.11 2.30 4.40 - 150-200 1.75 1.23 51.07 17.92 71.97 60.38 119.20 2.90 2.85 1.77 0.62Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Dale Gadula Irrigation Project Annex 4.3(a) : Data Base for Labratory Result Soil Survey Study __________________________________________ Bale Gaddula Irrigation Project Laboratory Result_______________________________________ .Profile codo BGP-60_____________________________________________________________________________________________________ Mapping unit :VB2ccVRwn-peB LAB. NO:- 1107-1110/2002_______________________________________________________________________________________ ____________ ________________________ FAO Soil Unit Sodi-Calcic Vertisols, (Humic.Pellic) Coordlnatos:Long (N): 0781033 , Cat (E): 0677411 Granulomotry Depth (cm) P (1:2.5) M Sand Silt Clay Toxturo Class HjO KCI DpH EC (mi/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg PjOs/kg soil) CaCoj % 0-20 29 97 38.79 31.24 Clay loam 7.20 624 0.96 0.14 1.02 1.75 0.15 6.80 132.97 15.37 20-60 45 22 38.67 16.11 loam 8.20 7.34 0.86 0.30 1.02 1.75 0.15 6.80 5.01 0.00 80-130 46.64 41.38 11 98 loam 7.04 5.52 1.52 0.08 1.04 1.79 0.12 8.67 126.04 Trace 130-200 21.50 62.37 16 13 Slit loam 7.20 6.24 096 0.14 0.47 0.81 0.07 6.71 Trace Trace Dopth (cm) Exchangablo Cations (moq/100g soil) Soli Molsturo Bulk Donslty Na K Ca m3 Sum of Colons CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 0 19 1.98 26 88 6.72 35.77 37.98 94 18 0.49 4.00 - 20-80 047 0.82 39.42 4.48 45.19 34.57 130.72 1.35 8 80 - 80-130 066 0.92 32.26 10 30 44.15 34.57 127.71 1.92 3.13 - 130-200 1.05 1.12 3584 5.38 43 39 62.33 6961 1.69 6.66 - 0.92 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ________________________________________Balo Gaddula Irrigation Project Laboratory Result______________________ ______________ Profile code BGP-62_____________________________________ _ _____________________________________________________________ Mapping unit : VBInIVRcaA LAB. NO> 1111-1113/2002 FAO Soil Unit. Endoleptic Vertisols (Calcaric) Coordinates: Long (N): 0778987 ,Lat (E): 0676413 Dopth Granulometry Toxturo ___________________________________________________________________________________________________ P (1:2.5) H (cm) Sand Silt Clay Class H2O KCI Dpm EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O kg 2 5/ soli) CaCoj % 0-22 21.30 21 56 57.14 Clay 8.30 7.14 1.16 0.19 2.20 3 78 0.21 10.48 8.85 Trace 22-97 17.55 11.93 70.51 Clay 9 15 7.35 1.80 0.75 1.67 2 87 0.11 15.18 3.83 11.33 97-142 13.36 4.39 82 25 Clay 8.55 7.22 1.33 2.02 0.78 1.34 0.04 19.50 1 18 1257 142-200 17.92 4.32 77.76 Clay 8.71 7.38 1.33 2.16 0.72 1.24 0.04 18.00 7.96 13.35 Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-22 1.11 1.20 62 72 1.79 66.82 70.12 95.29 1.58 35.04 1 01 . 22-97 13.13 0.71 45.29 19.54 78.66 66.12 118.97 19.85 2.32 97-142 16.56 0.83 36 29 23.30 76.97 60.87 126.45 27.20 1.56 1 45 142-200 17.53 0.87 33.60 27.33 79.33 69.63 113.93 25.17 1.23 1 66 10.72 1 i WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________Bale Gaddula Irrigation Project Laboratory Result___________________________ Pry file code BGP-63_____________________________________________________________________________________________________ Mapping unit :VB1ccVRwn-crA LAB. NO:- 1111-1113/2002_____________________________________________________________________________________________________________ _____ FAO Soil Unlt-Vert/so/s (Hyposodic, Chromic) Coordlnates.Long (N): 0781516 . Lat (E): 0670073 Depth (cm) Granulometry P (1:2.5) M Sand Sill Clay Toxturo Class EC (ms/cm) OC% OM% N% C/N Available P (mg P O kg HO a KCI 0/ 2w soil) CaCo3 % 0-16 24.30 14.93 60.78 Clay 8.57 7.17 1.40 0.17 2.54 4.37 0.31 8.19 4.72 8.30 18-75 20 51 9 80 6969 Clay 9.11 7.21 1.90 0.28 1.54 265 0.15 10.27 1.62 10.32 75-140 21.35 970 68.95 Clay 9.31 7.26 2.05 0.28 1.64 2 82 0 09 18.22 0.88 18.51 ■ I Dopth (cm) Exchangable Cations (meq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-18 1.24 0.50 62.16 14.21 78.10 67.57 115.58 1.83 4.37 1.59 18-75 7.60 0.75 60 93 20.61 89.88 81 32 110 53 9 34 2.96 1.44 75-140 7.40 056 47.04 10.30 65.31 64 28 101.60 11.52 4 57 1.81 5.59 WWDM In Association with ICT Page 41 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for labratory Result Soli Survey Study __________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________ ________________ Profile code BGP-64Mapping unit :VB1so-ccVRhu-pe-stA LAB. NO:- 1118-1121/2002___________________________________________________________________________________________________________________________________ FAO Soli Unit. Sodi-Calcic Vertisols. (Humic.Pellic), stony phase Coordlnatos:Long (N) 0784000 ,Lat (E) 0659400 Depth (cm) Granulomotry P" (1:2.5) Sand Silt Clay Toxturo Class H,0 KCI DPH EC (ms/cm) (1:2:5) OC7. OM% N% Available P ruu n Ln soil) CaCo3 % 0-25 22.67 16.11 61.22 Clay 6.74 5.54 1.20 0.17 5.07 8.72 0.48 10.56 3.83 0.22 25-80 16.15 6.53 77.32 Clay 8.92 7.06 1.86 0.28 2.17 373 0.17 12.76 3.10 9.20 80-145 17.55 542 77.02 Clay 8.47 6.84 1 63 0.65 2.19 3.77 0.15 1460 0.74 0.00 145-200 25.42 2522 49.35 Clay 8.40 6.92 1.48 0.20 1.64 2.82 0.08 20 50 2.51 0.34 Dopth (cm) Exchangable Cations (moq/100g soil) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC meq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 2.08 0.48 62.72 224 67.52 81.32 83.03 2.56 28.00 - 25-80 7.24 0.36 63.84 20.52 91.96 72.86 126.21 9.93 3.11 1.81 80-145 9.91 0.37 54.26 30.55 95.10 73.85 128.77 13.42 1.78 1.52 145-200 0.69 0.66 66.12 8.21 75.68 54.52 138.81 1.27 8.05 1.43 6.25 —Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________Bale Gaddula Irrigation Project Laboratory Result_________________________________________ Profile code BGP-66____________________________________________________________________________ ■ ____________________ Mapping unit :VB1so-ccVRhu-poA LAB. NO:- 1122-1125/2002_______________________________________________________________________________________________________________________ FAO Soil Unit; Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates: Long (N): 078B755 , Lal (E): 06513B2 Granulomotry Depth (cm) P (1:2.5) M Sand Silt Clay Texturo Class HjO KCI DpM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOs/kg soli) CaCoj % 0-25 23.32 12.96 63.72 Clay 8.67 7.02 1.65 0.2 2.47 4.25 0.22 11.23 3.83 10.32 25-60 18.96 5.33 75 70 Clay 8.62 6.81 1.81 0.37 1.73 2.98 0.14 12.36 2.80 3.59 60-110 19.42 3.27 77.31 Clay 8.9 7.11 1.79 0.59 1.55 2.67 0.16 9.69 1.62 0.22 110-200 14.89 6.46 78.65 Clay 8.57 6.97 1.60 0.86 0.86 1.48 0.06 14.33 3.10 1.35 Depth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 2 33 0 62 70.06 15.82 88 83 75.66 117.41 3.08 4.43 25-60 8.84 0.58 65.54 19.44 94.40 72.22 130.71 12.24 3.37 - 60-110 13.07 0.76 61.02 12.20 87.05 65.34 133.23 20.00 5.00 110-200 12.09 0.86 51.98 20.79 85.72 65.34 131.19 18.50 2 50 1.58 11.77 ________ WWOSE In Association v/ith ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________Bale Gaddula Irrigation Project Laboratory Result____________________ _ ___________________ _ Profi/e code BGP-67Mapping unit :VB1so-ccVRhu-poA LAB.NO> 1126-1129/2002__________________________________________________________________________________________________ ________________________________ FAO Soli Unit: Sodi-Calcic Vertisolsols (Humic, Pellic Depth (cm) Granulomotry P (1:2.5) H Sand Slit | Clay Toxturo Class HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P 1 (mg P O ,kg 25 soli) CaCoj % 0-30 9.62 47.91 42.47 Silty clay 7.34 6.28 1.06 0.16 2.84 4.88 0.31 9.16 17.99 Trace 30-100 28.40 29.29 42.31 Clay 8.32 7.26 1.06 0.18 1.80 3.10 0.16 11.25 13.27 8.08 100-160 27.62 29.61 42.77 Clay 8.23 7.01 1.22 0.61 2.06 3.54 0.17 12.12 20.79 Trace 160-200 21.59 2363 54.78 Clay 8 26 7.39 0.87 0.40 1.22 2.10 0.09 13.56 4.42 Trace i Depth (cm) Exchangablo Cations (meq/100g soil) Soil Moisture Bulk Donsity Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (V.) gm/ (cm)3 0-30 0.25 3.30 49.72 9.04 62.31 57.97 107 49 0.42 5.50 1.33 30-100 0.98 5.51 42.49 28.48 77.45 61.90 125.12 1.59 1.49 1.56 100-160 2.13 1.18 46.10 26.22 75.63 63.87 118.41 3 34 1.76 1.66 160-200 1.81 0.87 36.16 19.89 58.73 49.13 119.54 3.68 1.82 1.01 I WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study __________________________________________ Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-68__________________________________________________________________________________Mapping unit : VB1so-ccVRhu-poA LAB. NO:- 1130-1134/ 2002________________________________________________________________________________________ FAO Soil UniLSod/-Ca/c/c Vertisolsols (Humic. Pelite) Coordinates '.Long (N): 0789742 , Lat (E): 0650510 Depth (cm) Granulometry P (1:2.5) H Sand Silt Clay Texturo Class EC (ms/cm) OC% 0M% N% ,C/N H2O KCI DpH Available P (mg P2O*kg soil) CaCoj % 0-30 31.40 17.42 51.18 Clay 8.98 7.42 1.56 0.36 1.19 2.05 0.31 3.84 6.04 Trace 30-65 27.95 12.90 59.15 Clay 8.87 7.21 1.66 0.39 4.52 7.77 0.09 50.22 1.18 16.27 65-150 23.46 10.78 65.76 Clay 9.13 7.52 1.61 0.79 11.20 19 26 0.05 224.00 0.74 6.96 150-200 20.81 4.34 74.85 Clay 9.35 7.57 1.78 0.66 12 95 22.27 0.02 647.50 0.00 8.08 200-245 - - - - 9.26 760 1.66 0.58 - - - • Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk 0on9lty Na K T Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/(cm)3 0-30 1.19 1 39 47.91 23.50 74.00 68.29 108 36 1.74 2.04 1.47 30-65 4.52 0.78 38.42 35.26 78.97 63.87 123.64 7.08 1.09 1.29 65-150 11.20 1 04 18.53 42 94 73.72 59.94 122.99 18 69 043 150-200 12 95 0 86 1882 37 63 70.26 67 20 104.55 19.28 0.50 4.41 1.74 1.55 200-245 - - - - - - - •Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Depth (cm) Granulomotry P (1:2.5) M Sand Silt Clay Texture Class H2O KCI DpH EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O ,kg 23 SOih CaCo3 % 0-23 25.66 17.24 57.10 Clay 7.17 5.89 1.28 0.08 3.24 5.57 0.33 9.82 12.09 0.00 23-80 19.45 15.04 65.52 Clay 7.55 5.98 1.57 0.07 1.83 3.15 0.19 9.63 3.24 10.32 80-160 22.68 6.53 70.78 Clay 8.89 7.17 1.72 0.56 2.11 3.63 0.21 10.05 1.62 9.76 160-200 26 24 22.02 51.74 Clay 8.40 6.95 1.45 0.19 2.17 3.73 0.18 12.06 0.59 6.62 Depth (cm) Exchangable Cations (moq/100g soli) Soil Molsturo Bulk Density Na K Ca Mg Sum of i Cations CEC moq/100 gm of soli PBS(%) I ESP Ca/Mg Avg FRP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-23 0.37 2.28 50.17 17.32 70.13 63.70 110.09 0.58 2.90 23-80 0.27 0.75 60.48 4 93 66.43 63.30 104.94 0.43 12.27 1.62 80-160 8.77 0.25 51.52 27.33 87.86 81.32 108.04 10.78 1.89 - 160-200 0.97 0.91 53.28 2.22 57.38 62.26 92.16 1.57 24.00 0.51 1.70 WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Coordinates; Long (N): 0791938, Lal (E): 0649977 Granulometry Depth (cm) P (1:2.5) M Sand Silt Clay Toxture Class H2O KCI d,m EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 5/ soli) CaCoj % 0-13 27.04 17.42 55.54 Clay 6.62 5.17 1.45 0 14 5.76 9.91 0 59 9.76 5.90 2.47 13-90 17.27 5.44 77.31 Clay 8.10 6.26 1.84 0.19 1.94 3.34 0.22 8.82 1.92 0.79 90-200 16 12 5.39 76.49 Clay 8.26 6.81 1.45 0.57 1.29 2.22 0.15 8.60 3.83 1.91 I Dopth (cm) Exchangable Cations (moq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Ca£lQn$ CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP {%) gm/ (cm)3 0-13 1 51 0 66 48.84 8 88 59.89 62.74 95.46 2.40 5.50 1.71 13-90 682 0.52 54 66 20.16 82.16 69.15 118.81 9.86 '• 2 71 1.60 90-200 9.15 0.73 51.97 12.10 73.95 68.66 107 70 1333 4 30 6.13 1.47 WV/DSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Profile code BGP-75 LAB. NO:- 1135-1139/2002________________________ FAO Soil Unit: Sodi-Calcic Vertisolsols (Humic, Pellic) Mapping unit :R Depth (cm) Granulomotry P (1:2.5) H Sand Slit Clay Toxture Class H2O KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOjjkg soil) CaCo3 % 0-20 34.12 2592 39.96 Clay loam 7.61 6.88 0.73 0.40 5.42 9.32 0.69 7.86 11.94 15 26 20-60 24.30 23.46 52.25 Clay 8.28 7.08 1.20 0.28 2.35 4.04 0.22 10.68 4.28 12.01 60-110 24.86 21.78 53.36 Clay 8.5 7.28 1.22 0.23 2.38 4.09 0.20 11.90 2.65 13.69 110-140 23.51 28.01 48.48 Clay 8.60 7.25 1.35 0.25 1.90 3.27 0.15 12.67 11.06 23.23 140-200 23.74 21.48 54.78 Clay 8.36 7.42 0.94 0.21 1.31 2.25 0.12 10.92 4.42 11.00 Dopth (cm) Exchangablo Cations (moq/100g soli) Soil Molsturo Bulk Density Na K Ca ^9 Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-20 0.28 3.04 60 03 4.48 67.84 63.79 106.35 0.44 13.40 - 20-60 0.55 0.64 58 69 15.68 75.56 68.66 110.05 0.79 3.74 1.72 60-110 0.97 0.72 54.21 24.19 80.09 61.84 129.51 1.57 2.24 - 110-140 1.27 0.87 49 28 22.85 74.27 74.50 99.69 1.70 2.16 1.58 140-200 1.25 0.86 44.80 0.93 20.61 67.52 44.80 150.71 2.78 2.17 1.62 WWDSE In Association with ICTANNEX 4.3(b & c) DATA BASE FOR INFILTRATION RATE MEASUREMENT AND HYDRUALLIC CONDUCTIVITYFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Oesign of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base (or Infilteration rate measurement and Hydruallic Conduc WELMELjYADOT AND BALE-GADULA IRRIGATION PROJECT _______________ INFILTRATION RATE MEASURMENT FORM____________________________ Profile No.BGP 34 |Date 25/07/09 |Replicate no: 1 |Author:Abreham & Kalkidan FAO Soil {JniVMollic Vertisols (Calric, Hyposodic) stony phase___________________________ Mapping unit VBlmoVRca-wnA Coordinates, Long (N)'0781104 ,Lat (E): 0665287 Surface feature:- Gently sloping land predemently culatvated land open shrub and woodl and Fine to medium surface cracks common stones and rock out crops on the surface. I __________ UTM Reading N: 0781104 E: 0665287 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intial Final Intake (cm) Cumulative Intake (cm) Immediate Mean 2:03 7.0 2:05 2 2 7.1 0.1 0.1 3.0 3.0 2:07 2 4 7.2 0.1 0.2 3.0 3.0 2:12 5 9 7.3 0.1 0.3 1.2 2.0 2:17 5 14 7.6 0.3 0.6 3.6 2.6 2:22 5 19 8.0 0.4 1.0 4.8 3.2 2:32 10 29 8.8 0.8 1.8 4.8 3.7 2:42 10 39 9.2 0.4 3.2 - 2.4 4.9 2:52 10 49 9.5 0.7 3.9 4.2 4.8 3:02 10 59 9.9 0.4 4.3 2.4 4.4 3:17 15 74 10.5 0.6 4.9 2.4 4.0 3:32 15 89 11.0 0.5 5.4 2.0 3.6 3:47 15 104 11.5 0.5 5.9 2.0 3.4 4:02 15 119 12.1 0.6 6.5 2.4 3.3 4:17 15 134 12.7 0.6 7.1 2.4 3.2 4:37 20 154 13.3 0.6 7.7 2.4 3.0 4:57 20 174 14.0 0.7 8.4 2.1 2.9 5:17 20 194 14.6 0.6 9.0 2.4 2.8 5:37 20 214 15.1 0.5 9.5 1.5 2.7 5:57 10 234 15.6 0.5 10.0 1.5 2.6 6:17 20 254 16.2 0.6 10.6 2.4 2.5 6:37 20 274 16.8 0.6 11.2 2.4 2.5 Remark: 350 (iters of water used for prewetting from weybe river Due to fine to medium subsurface crack as well the land is gazmg land and has common stor les that the infeltration rate is high beyond the profile texural class (caly) Mositure penteration to 55 cm 1 WWDSE In Association with ICT Final Feasibility Study ReFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for (nfilteration rate measurement and Hydrualllc Conductivity WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT______________ ________________ _______ INFILTRATION RATE MEASURMENT FORM_______________ _______ Profile No.BGP-34 [pate25/07/09 FAO Soil Unit7Vfo///c Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N): 0761104 ,Lat (E): 0665287 [Replicate no: 2 |Author:Aberham & Kalkidan Mapping unit VBimoVRca-wnA Surface feature:- Gently sloping land Predomenantly cultivated land , open shrub and wood land Fine to medium surface cracks Common stones and rock out crops on the surface. UTM Reading N:0781104 E:0665287 Intake Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min Depth of Water(cm) Intial Final H (cm) Cumulative Intake (cm) Immediate Mean 2:02 185.8 2:04 2 2 185.9 0.1 0.1 3.0 3.0 2:06 2 4 185.0 0.1 0.2 3.0 3.0 2:11 5 9 186.9 0.9 1.1 10.8 7.3 2:16 5 14 187.8 0.9 2.0 10.8 8.8 2:21 5 19 188.9 1.1 3.1 13.2 9.8 2:31 10 29 190.2 1.3 4.4 7.8 9.1 2:41 10 39 192.0 1.8 6.2 10.8 9.5 2:51 10 49 193.6 1.6 7.8 9.6 9.5 3:02 10 59 186.8 185.6 1.2 9.0 7.20 9.2 3:17 15 74 189.1 2.3 11.3 9.2 9.2 3:32 15 89 191.3 2.2 13.5 8.8 9.1 3:47 15 104 192.9 1.6 15.1 6.4 8.7 4:02 15 119 194.3 1.4 16.5 5.6 8.3 4:18 IS 134 186.7 185.6 1.1 17.6 4.4 7.9 4:38 20 154 188.7 2.0 19.6 6.0 7.6 4:58 20 174 190.3 1.6 21.2 4.8 7.3 5:18 20 194 191.7 1.4 22.6 4.2 7.0 5:38 20 214 193.1 1.4 24.0 4.2 6.7 5:58 20 234 194.3 1.2 25.2 3.6 6.5 6:18 20 254 195.5 1.2 26.4 3.6 6.2 6:38 20 274 196.8 1.3 27.7 3.9 6.1 Remark: 312 liters of water used for prewating Fine to medium subsurface which extendes to 30cm as well the land which the infelteration point lies is grazing land with common stones so that due to this reason the infeltration rate is high beyond the profile textural class (clay) Moisture penteration to 50cm L 1 2 WWDSE In Assodation with ICT Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4-3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity ___________ WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT_____________________ ________________ _______ INFILTRATION RATE MEASURMENT FORM_________________________ Profile No.BWG 34 |pate25/07/09 | Replicate no: 3 FAO Soil UnitMj///c Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N): 0781104 ,Lat (E): 0665287 Surface feature: - Gently sloping land Predomenantly cultivated land, open shrub and wood land Fine to medium surface cracks Common stones and rock out crops on the surface. |Author:Abreham & Kalkidan Mapping unit VBimoVRca-wnA UTM Reading N: 0781104 E: 0665287 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2:00 95.7 2:02 '2 2 95.8 0.1 0.1 3.0 3.0 2:04 2 4 95.8 0.0 0.1 0.0 1.5 2:09 5 9 95.9 0.1 0.2 1.2 1.3 2:14 5 14 96.0 0.1 0.3 1.2 1.3 2:19 5 19 96.0 0.0 0.3 0.0 1.0 2:29 10 29 96.1 0.1 0.4 0.6 0.8 2:39 10 39 96.2 0.1 0.5 0.6 0.8 2:49 10 49 96.3 0.1 0.6 0.6 0.7 2:59 10 59 96.4 0.1 0.7 0.6 0.7 3:14 15 74 96.6 0.2 0.9 0.8 0.7 3:29 15 89 97.1 0.5 1.4 2.0 0.9 3:44 15 104 97.4 0.3 1.7 1.2 1.0 3:59 15 119 97.8 0.4 2.1 1.6 1.1 4:14 15 134 98.2 0.4 2.5 1.6 1.1 4:34 20 154 98.7 0.5 3.0 1.5 1.2 4:54 20 174 99.1 0.4 3.4 1.2 1.2 5:14 20 194 99.6 0.5 3.9 1.2 1.2 5:34 20 214 100.0 0.4 4.3 1.2 1.2 5:54 20 234 100.4 0.4 4.7 1.2 6:14 20 254 100.8 1.2 0.4 5.1 1.2 6:34 20 274 101.2 1.2 0.4 5.5 1.2 12 . Remark: 312 liters of water used for prewatmg from weybe river Fine to medium sub surface crack The land is grazing land and has common stones and rock out crops on the surface Moisture penteration to 35cm WWOSE In Association with ICT 3 Anal Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydrualllc Conductivity INFILTERATION RATE MEASUREMENT BGP 34 4 WWD5E In Association with ICT Final Feasibility Study ReportFrter.r Democ-.tJc lU'ubfc of "bio'll- Minirtiy of Wtltf tesouem fertblfity Study and Drtiil Oil tn of tile G»dUl rrTfeition Pmjofl ____________ WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT________ __ ______________ INFILTRATION RATE MEASURMENT FORM Profile No. BGP 3S [Dale 21/07/09 FAO Soil Unit). Motoc Vertisols (Caine, Hyposodc) Stony phase Coordinates, Long (N): 0782041, La/ (E): 0665415 Surface feature:- Gently sloping land Fine to medium surface crack Predominantly cultivated (and |Replkete no: 1 |Author-Aberham A Kalkldan Mapping unft voimcVRca-wnA UTM Reading N: 0782040 E: 0665416 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intial Final Intake (cm) Cumulative Intake (cm) Immediate Mean 2:00 7.2 2:02 2 2 7.3 0.1 0.1 3.0 3.0 2:04 2 4 7.4 0.1 0.2 3.0 3.0 2:06 2 6 7.5 0.1 0.3 3.0 3.0 2:11 5 11 7.6 0.1 0.4 1.2 2.2 2:16 5 16 7.6 0.0 0.4 0.0 1.5 2:26 10 26 7.7 0.1 0.5 0.6 1.2 2:36 10 36 7.7 0.0 0.5 0.0 0.8 2:46 10 46 7.8 0.1 0.6 0.6 0.8 3:01 15 61 7.8 0.0 0.6 0.0 0.6 3:16 15 76 7.9 0.1 0.7 0.4 0.6 3:31 15 91 8.0 0.1 0.8 0.4 0.5 3:46 15 106 8.1 0.1 0.9 0.4 05 4:06 20 126 8.2 0.1 1.0 0.3 05 4:26 20 146 82 0.0 1.0 0.0 0.4- 4:46 20 166 8.3 0.1 1.1 0.3 0.4 5:06 20 186 8.4 0.1 L2 0.3 0.4 5:26 20 206 8.5 0.1 1.3 0.3 0.4 5:46 20 226 8.6 0.1 1.4 0.3 0.4 6:06 20 246 8.7 0.1 1.5 0.3 0.4 6:26 20 266 8.9 0.2 1.7 0.6 0.4 Remark: 307liters of water used for prewetting from weyib river Fine to medium sub surface cracks the infeltration site Is plouged recently and still. Mositure penteration to 50 cm WWDSE in AiMXiHion with I CT p*<»s Final FeonbiWy Study ReportJed era' Democratic Republic o’ Ethiopia Ministry o! Water Re turret FeeABin, Study and Detail Oeu£n of Bal* Gadula Irricatwn Project Anner 4 Jft d : Data Bate try trfinerabon rate meaturement and Hydruall'C CondartMty _______ welmel,yadotand bale-gadula irrigation project ___________________ _______________ INFILTRATION RATE MEASURMENT FORM _____________________ Profile No.BGP-35 |Date21/07/09 FAO Soli Unit/ Motlx: Vertisols (Celtic. Hyposodrc) Stony phase Coordinates, Long (ZV) 0782041. La! (E) 0665415 j Replicate no: 2 |Author:Aberham & Kalkldan Pepping unit: VBimoVRca-wnA Surface feature:- Gently sloping land Predominantly cultivated land Fine to medium surface cracks UTM Reading N: 0782040 E: 0665416 Intake Infiltration rate tcm/hr) Local Interval (min) Cumulative time (min) Depth of Waterfem) Intial Final (cm) Cumulative Intake kmll Immediate Mean 2:02 185.7 2:04 2 2 185.8 0.1 0.1 3.0 3.0 2:06 2 4 185.8 0.0 0.1 0.0 1.5 2:08 2 6 185.9 0.1 0.2 3.0 2.0 2:13 5 11 186.0 0.1 0.3 1.2 1.6 2:18 5 16 1861 0.1 0.4 1.2 15 2:28 10 26 186.5 0.4 0.8 2.4 1.8 2:38 10 36 187.0 0.5 1.3 3.0 2.2 2:48 10 46 187.4 0.4 1.7 2.4 - 2.2 3:03 15 61 188.0 0.6 2.3 2.4 2.3 3:18 15 76 188.5 0.5 2.8 2.0 2.2 3:33 15 91 189.0 0.5 3.3 2.0 2.2 348 15 106 189.5 0.5 3.8 2.0 2.1 4:08 20 126 190.1 0.6 4.4 1.8 2.1 4:28 20 146 190 7 0.6 5.0 1.8 2.1 4:48 20 166 191.2 05 5.5 1.5 2.0 5:08 20 186 19L7 05 6.0 15 1.9 5:28 20 206 192.1 0.4 6.4 1.2 1.9 5:49 20 226 185.0 185.7 03 6.7 09 1.8 6:09 20 246 186.6 0.6 7.3 1.8 1.8 6:29 20 266 187.4 0.8 8.1 2.4 1.8 Remark: 560 liters of water used for prewatmg from weyib river Fine to medium sub surface cracks. The infiltration site is recently ploughed and still plouging for the next cultvation Moisture penteration to 50cm WWPSE In Auoclation with ICT Pare 6 Final Feasibiltiy Study ReportfrtrrW OmocntkFUpvbicof ftM.pl>- Mobley of W»!rf Mtwrcei F»*»AiTitV Study and D»-*4 On<r of GadvU InifitioA Project Mat* 4-l(b <! ' D*t> h* lnWi«T.tk>R rat. m<a*wcrr»«t and Wn.i WELMEl,YADOT AND BALE-GADULA IRRIGATION PROJECT ____________ INFILTRATION RATE MEASURMENT FORM__________________________ Profile No. BWG 35 |Date 21/07/09 [Replicate no: 3 |AuthorAbreham & Kalkidan FAO Soil Unit/ Molhc Vertisols (Caloc, Hyposodic) Stony phase______________________________________ Mapping vnn: VBimoVRca-wnA Coordinates, Long (N) 0,82041, Lat (E) 0665415 Surface feature:- Gently sloping land Predominantly cultivated land Fine to medium surface cracks UTM Reading N: 0782040 E: 066S416 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Intial Final Cumulative Intake (cm) Immediate Mean 2:05 95.5 2:07 2 2 95.6 0.1 0.1 3.0 3.0 2:09 2 4 95.7 0.1 0.2 3.0 3.0 2:11 2 6 95.8 0.1 0.3 3.0 3.0 2:16 5 11 95.8 0.0 0.3 0.0 L6 2:21 5 16 95.9 0.1 0.4 1.2 13 2:31 10 26 960 0.1 0.5 0.6 1.2 2:41 10 36 96.0 0.0 0.5 0.0 0.8 2:51 10 46 96.1 0.1- 0.6 0.6 0.8 3:05 15 61 96.1 0.0 0.6 0.0 0.6 3:20 15 76 96.2 0.1 0.7 0.4 0.6 3:35 15 91 963 0.1 0.8 0.4 O.S 3:50 15 106 965 0.2 1.0 0.8 0.6 4:10 20 126 96.6 0.1 1.1 0.3 0.5 4:30 20 146 96.7 0.1 1.2 0.3 03 4:50 20 166 969 0.2 1.3 0.6 03 5:10 20 186 97.0 0.1 1.4 0.3 G-5 5:30 20 206 97.2 0.2 1.6 0.6 03 530 20 226 97.4 02 1.8 0.6 03 6:10 20 246 97 6 02 2.0 0.6 03 6:30 20 266 97.9 0.3 2.3 0.9 03 Remark: 370 liters of water used for prewating from weylb river Fine to medium sub surface crack The infilter ation point is recently plouged land and still plouged (or next rainy season. Moisture penteration to 35cm WWDSE In AiwcUtlon wdth ICT P.C 7 final FearibUtty Study Reportf «ltf »l Democratic Republic of Elhicpi*. Minlitry of Water Resource! fcatlbiLty Study and Deu>l Oeti(n of Bale Gadula irrigation Project Annn 4.J(b d : Data Bate for Infifteration rate mtarurement and Hydrualk ConductivityFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Arjiex *Xb c): Data Base foe IrfkJteratton rate measurement ami HydruaOc Corai jctlnry ______________ WELMEL,YADQT AND BALE-GADULA IRRIGATION PROJECT ________________ INFILTRATION RATE MEASURMENT FORM____________________________ Profile No. BGP 48 |Date 14/07/09 |Replicate no: 1 |Author: Aberham & Kalkidan FAO Soil Unit Ca/oc Vertisols. (Hposodrc, PeISc)_____________________________ _________________ Mapping unfc VB2ccVRmvpeB Coordinates:Long (N): 0782021 .Lat (E): 0673412_________ .______________________________________________________J_______________ Surface feature:- Flat to Gently sloping land Medium to wide surface crake UTM Reading__________________ N: 0782021 Intensively cultivated land E: 0673412 Depth of Water(cm) Infiltration rate (cm/hr) local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate I Mean 2:00 7.1 1 2:02 2 2 7.4 0.3 03 2.0 93 2:04 2 4 7.6 0.2 0.5 6.0 75 2:06 2 6 7.7 0.1 0.6 3.0 6.0 2:11 5 11 7.9 0.2 0.8 2.4 4.4 2:16 5 16 8.1 0.2 1.0 2.4 3.8 2:21 5 21 83 0.2 1.2 2.4 3.4 2:31 10 31 8.7 0.4 1.6 13 3.1 2:41 10 41 9.0 03 1.9 1.8 23 2:51 10 51 9.3 0.3 2.2 1.2 2.6 331 10 61 9.5 0.2 2.4 1.6 2.4 3:16 15 76 9.9 0.4 2.8 1.6 2-2 3:31 15 91 103 0.4 3.2 1.6 2.1 4:46 15 106 10.6 03 35 1.2 2.0 4:01 15 121 10.9 0.3 3.8 1.2 1.9 4:21 20 141 11.4 0.5 43 15 13 4:41 20 161 11.8 0.4 4.7 1.2 13 5:01 20 181 12.1 0.3 5.0 03 1.7 5:21 20 201 12.4 0.3 53 0.9 1.6 5:41 20 221 12.7 0.3 5.6 0.9 13 631 20 241 13.0 03 5.9 0.9 15 Remark: 235liters of water used (or prewetting from weybe river Medium to wide crack subsurface crack which extendes to lm make the infiltration rate beyond the texural dass of day (the land Is nearly plouged land) Mositure penteration to 40 cm WWD5E In Association with ICT Pages Hn*l FeavbUity ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3fb c): Data Base for Infilteration rate measurement and Hydrualllc Conductivity WELMEL,YADOTAND BALE-GADULA IRRIGATION PROJECT ~ INFILTRATION RATE MEASURMENT FORM________________________ Profile No.BGP-48 [Date 14/07/09 [Replicate no: 2 |Author:Aberham & Kalkidan FAO Soil Unit Ca/dc Vertisols. (Hposodtc, Petoc)Mapping unM: VB2ccVRwn-poB Coordinates:Long (N) 07820?! .Lat (E): 0673412 Surface feature:- Gently sloping land Intenselvely cultivated land Medium to wide surface cracks UTM Reading N: 0782021 E: 0673412 Depth of Waterfcml Intake Infiltration rate (cm/hr) Local Cumulative Interval time (min) (min) (cm) Cumulative Intake (cn\ Intial Final Immediate Mean 203 185.5 2:05 2 2 185.6 0.1 0.1 3.0 3.0 207 2 4 185.6 0.0 0.1 0.0 15 209 2 6 185.7 0.1 0.2 3.0 2.0 2:14 5 11 185.7 0.0 0.2 0.0 1.1 2:19 5 16 185.8 0.1 03 1.2 ' 1.1 2:24 5 21 1860 0.2 05 2.4 1.4 2:34 10 31 186.4 0.4 0.9 2.4 1.7 2:44 10 41 186.8 0.4 13 2.4 1.9 2:54 10 51 187.1 03 1.6 1.8 1.9 3:04 10 61 1873 0.2 1.8 1.2 1.8 3:19 15 76 187.7 0.4 2.2 1.6 1.7 3:34 15 91 1881 0.4 2.6 1.6 1.7 3:49 15 106 188.3 0.2 2.8 0.8 1.6 4.04 15 121 188.9 0.6 3.4 2.4 1.7 4:24 20 141 189.4 05 3.9 15 1.7 4:44 20 161 189.8 0.4 43 1.2 1.6 5:04 20 181 190.1 03 4.6 0.9 15 5:24 20 201 190.7 0.6 5.2 1.8 1.6 5:44 20 221 191.1 0.4 5.6 1.2 1.5 604 20 241 191.5 0.4 6.0 1.2 15 Remark: 212 liters of water used for prewating from weyib river Medium to wide subsurface crack which extendes to Im make the infeltration rate beyond the limite of the textural class of the profile that is clay. Moisture penteration to 45cm WWDSC In Association with ICT Page 10 Anal Feasibility Study ReportDemocratic Republic of Ethlopii- Ministry of Water Resources Feasibility Study and Detail Design of Bale GaduU Irrigation Project Anno 4_3[b c): Data Base for Infiheration rate measurement and HydrualTic Conducthrrty WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No. BWG 4B |Date 14/07/09 [Replicate no: 3 | Author :Abreham & Kalkidan FAO Soil Unit Calcic Vertisols. (Hposotfc. Peliic)Mapping unit: VB2ccVRwn-p«B Coordinates:Long (N) 0782021 .Lat (E): 0673412 1 Surface feature:- Fiat to Gently sloping land Medium to wide surface crack Intensively cultivated land I P E fTM Reading 1: 0782021 : 0673412 Depth of Waterfem) Infiltra lion rate fenl/hrl local Interval (min) Cumulative time (min) Intake (cm) 1 Cumulative ntake (cm) r ntial F inal Immediate h /lean 2:07 95.7 2:09 2 2 95.8 0.1 0.1 3.0 3.0 2:11 2 4 95.8 0.0 0.1 0.0 1.5 2:13 2 6 95.8 0.0 0.1 0.0 1.0 2:18 5 11 95.9 0.1 0.2 1.2 1.1 2:23 5 16 95.9 0.0 0.2 0.0 0.8 2:28 5 21 - 95.9 0.0 02 0.0 0.6 2:38 10 31 96.0 0.1 0.3 0.6 0.6 2:48 10 41 96.0 0.0 0.3 0.0 0.4 2:58 10 51 96.1 0.1 0.4 0.6 05 3:13 15 66 96.1 0.0 0.4 0.0 0.4 3:28 15 81 96.1 0.0 0.4 0.0 03 3.43 ’ 15 96 96.2 0.1 0.5 0.4 03 4:03 20 116 96.3 0.1 0.6 0.6 03 4:23 20 136 96.4 0.1 0.7 0.6 0.3 4:43 20 156 96.7 0.3 1.0 0.9 0.4 5:03 20 176 96.9 0.2 1.2 0.6 0.4 5:23 20 196 97.1 0.2 1.4 0.6 0.4 5:43 20 216 97.3 0.2 1.6 0.6 0.4 6:03 20 236 97.4 0.1 1.7 03 0.4 Remark: 200 liters of water used for prewating from weyib river Medium to wide sub surface cracks which extendes to lm make the intake rate beyond the rate of the textural class that is clay as well the land is distmbed (recently plouged) Moisture penteratlon to 40cm WWDSE In Association with ICT Page 11 Final Feasibility Study ReportFederal Demccratk Republic of Ethiopia- Ministry of Water Resources Feasibility Study «nd Detail Design of Gale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity INFITERATION RATE MEASUREMENT BGP48 WWDSE In Association with iCT Page 12 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- MlnlMry of Water Rewurcei FeaalbHlty Study and Detail Detign of Bale Gadula Irritation Project Annex 43{b c|: Data Bare for Infiltration rate measurement and Hydrualfic Cnndimnnt> WWOSE In Association with K7T P**e 13 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c) : Data Base for Infilteratlon rate measurement and Hydruallic Conductivity _______________ WELMEL,YADQT AND BALE-GADULA IRRIGATION PROJECT____________________ ____________________________ INFILTRATION RATE MEASURMENT FORM__________________________ Profile No. BGP-53 |Date 16/07/09 |Replicate no: 2 |Author:Aberham & Kalkidan FAO Soil UnltCafc/c Vertisols (Hyposodic. Chromic)Mapping unit: VBlccVRwn-crA oordlnates: Long (N): 0781065 ,Lat (E): 067651 1 Surface feature:- Gently sloping land Intensively cultivated land Medium to wide surface cracks UTM Reading N:0781066 E: 0676510 Def>th of »r(cm) Wat Infiltration rate Icm/hr) Local Interval (min Cumulative time (mini Intial Final Intake - (cm) Cumulative Intake (cm) Immediate Mean 2:03 5.8 2:05 2 2 5.9 0.1 0.1 3.0 3.0 2:07 2 4 6.1 0.2 0.3 6.0 4.5 2:09 2 6 6.4 0.3 0.6 9.0 6.0 2:11 2 8 6.6 0.2 0.8 6.0 6.0 2:16 5 13 6.9 0.3 1.1 3.6 5.1 2:21 5 18 73 0.4 1.5 4.8 5.0 2:26 5 23 7.7 0.4 1.9 4.8 5.0 2:31 5 28 8.0 0.3 2.2 3.6 4.7 2:41 10 38 8.7 0.7 2.9 4.2 4.6 2:51 10 48 9.4 0.7 3.6 4.2 4.5 3:01 10 58 10.0 0.6 4.2 3.6 4.3 3:11 10 68 103 0.5 4.9 3.0 4.3 3:26 15 83 11.2 0.7 5.6 2.8 4.0 I 3:41 15 98 12.1 0.9 6.5 3.6 4.0 3:57 15 113 6.4 5.7 0.7 7.2 2.8 3.8 4:12 15 128 7.4 1.0 8.2 3.6 3.8 4:27 15 143 8.6 1.2 9.4 4.8 3.9 4:47 20 163 9.5 0.9 10.3 2.7 3.8 5:07 20 183 10.5 1.0 11.3 3.0 3.7 5:27 20 203 11.7 1.2 12.5 3.6 3.7 5:47 20 223 12-5 0.8 13.3 2.4 3.6 6:08 20 243 6.7 5.8 0.9 14.2 2.7 3.5 6:28 20 263 7.8 1.1 15.3 3.3 3.5 L Remark; 300 liters of water used for prewating from weyib river Medium to wide sub surface crack as well the land is distributed (recently) plouged land so that due to this the infilteration rate is high even if it has clay textural class. Moisture penteration to 50cm I I I 1 WWDSE In Association with ICT Page 14 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Deiipn of Bate Gadula Irrigation Project Annex 43(b c): Oata Bas* for I reiteration rate meauxemern and HydruiOc Condurtmty WELMEL,YADOT AND BALE-GAPULA IRRIGATION PROJECT ___________________ INFILTRATION RATE MEASURMENT FORM__________________________________ Profile No. BWG S3 |Date 16/07/09 [Replicate no: 3 [Author: Abreham & Kalkidan FAO Soil Unit Ca/c/c Vertisols (Hypo^c, Chromic)Mapping unit, V81ccVRwn-crA oordinatcs: Long (N): 0781065 ,Lat (E) 067551 Surface feature:- Gently sloping land Medium to wide surface crack Intensively cultivated land UTM Reading N: 0781066 E: 0676510 Depth of Water(cm) Infiltration rate (cm/hr) local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2.:06 95.9 2:08 2 2 95.8 0.3 0.3 9.0 9.0 2:10 2 4 95.9 0.1 0.4 3.0 6.0 2:12 2 6 96 0.1 0.5 3.0 5.0 2:14 2 8 96.1 0.1 0.6 3.0 43 2:19 5 13 96.2 0.1 0.7 1.5 3.2 2:24 5 23 96.4 0.2 0.9 2.4 3.0 2:29 5 28 96.7 0.3 1.2 L2 3.1 2:39 10 33 97.2 0.5 1.7 3.0 3.0 2:49 10 43 97.6 0.4 2.1 2.4 3.0 2:59 10 S3 98 1 0.5 2.6 3.0 3.0 3:09 . 10 63 986 0.5 3.1 3.0 2.9 3:24 IS 78 99.3 0.7 3.8 2.8 2.9 3:39 15 93 100.0 0.7 4.5 2.8 2.9 3:54 15 108 100.6 0.6 5.1 2.4 2.8 4:10 15 123 95.9 95.5 0.4 5.5 1.6 2.7 4:25 15 138 96.5 0.6 6.1 2.4 2.7 4:45 20 158 97.4 0.9 7.0 2.7 2.7 5:05 20 178 98.3 0.9 7.9 2.7 2.7 5:25 20 198 99.2 0.9 8.8 2.7 2.7 5:45 20 218 100.1 0.9 9.7 2.7 2.7 6:05 20 238 101.0 0.9 10.6 2.7 2.7 Remark: 240 liters of water used for prewating from weyib river Medium to wide sub surface crack Moisture penteration to 45cm WWDSE In Association with ICT Pete 15 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Deiign of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteratlon rale mcaiurement and Hydrualllc Conductivity WWDSE fn Association with ICT Page 16 Final Feasibility Study ReportFed col Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Rale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infllteration rate measurement and HydruaUic Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No. BGP 68 [Date 23/07/09 FAO Soil UnitSod/-Cafc/c Vertisolsols (Humic, Pellic) Coordinates .Long (N): 0789742 , Lat (E): 0650510 Surface feature: Flat gently sloping land [Replicate no: 1 Moderate cultivated, land open wood shrub land Fine to medium Surface cracks [Author: Aberham & Kalkidan Mapping unit VB1SO-CCVRhu-peA —r UTM Reading N:0789750 E: 0650650 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2:09 7.3 2:11 2 2 8.1 0.8 0.8 24.0 24 2:13 2 4 8.8 0.7 1.5 21.0 22.5 2:15 2 6 9.1 0.3 1.8 9.0 18.0 2:17 2 8 9.3 0.2 2.0 6.0 15.0 2:22 5 13 9.8 0.5 2.5 6.0 11.5 2:27 5 18 10.4 0.6 3.1 7.2 10.3 2:32 5 23 11.2 0.8 3.9 9.6 10.2 2:37 5 28 11.8 0.6 4.5 7.2 9.6 2:47 10 38 12.7 0.9 5.4 5.4 8.5 2:57 10 48 13.6 0.9 6.3 5.4 7.9 - 3:07 10 58 14.4 0.8 7.1 4.8 7.3 3:27 10 68 15.3 0.9 8.0 5.4 7.1 3:32 15 83 16.2 0.9 8.9 3.6 6.4 3:47 15 98 17.2 1.0 9.9 4.0 6.1 4:02 15 113 18.4 7.4 1.2 11.1 4.8 5.9 4:18 15 128 9.2 1.8 12.9 7.2 6.0 4:38 20 148 11.4 2.2 15.1 6.6 6.1 4:58 20 168 13.3 - 1.9 17.0 5.7 6.1 5:18 20 188 14.7 1.4 18.4 42 5.9 5:38 20 208 16.0 1.3 19.7 3.9 5.7 5:58 20 228 17.0 1.0 20.7 3.0 5.4 6:18 20 248 18.3 1.3 22.0 3.9 5.3 6:39 20 268 9.7 8.0 1.7 23.7 5.1 53 . Remark: 365 liters of water used for prewetting from weyib river Due to medium to wide sub surface cracks the infeltration site the land is lefe for graring for this vear that has effect on the in take rate. Mositure penteration to 30 cm V WWDSE In Association with ICT Page 17 Final Feasibility Study ReportI Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity ______ WELMEL,YAPOT AND BALE-GADULA IRRIGATION PROJECT________________________ __________________ INFILTRATION RATE MEASURMENT FORM_____________________________________ Profile No.BGP-68 [Date 23/07/09 [Replicate no: 2 |Author:Aberham & Kalkida~ FAO Soil Unit: Sodi-Calcic Verlisolsols (Humic, Pcllic)_____________________________________________________________ Mapping unit: VB1so-ccVRhu-peA Coordinates ’.Long (N): 0789742. Lat (E): 0650510 1 Surface feature:- Gently sloping land Intensively cultivated land Medium to wide surface cracks UTM Reading N: 0789750 E: 0650650 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (mln) Cumulative time (min) Intake icmj Cumulative Intake (cm Intial Final Immediate Mean 2:05 185.9 2:07 2 2 186.0 0.1 0.1 3.0 3.0 2:09 2 4 186.3 0.3 0.4 9.0 6.0 2:11 2 6 186.6 0.3 0.7 9.0 7.0 2:13 2 8 187.0 0.4 1.1 12.0 8.3 2:18 5 13 187.5 0.5 1.6 6.0 7.4 2:23 5 18 188.1 0.6 2.2 7.2 7.3 2:28 5 23 188.8 0.7 2.9 8.4 7.6 2:33 5 28 189.3 0.5 3.4 6.0 7.3 2:43 10 38 190.5 1.2 4.6 7.2 7.3 I I I I 2:53 10 48 191.2 0.7 5.3 4.2 6.6 3:03 10 58 191.9 0.7 6.0 4.2 6.2 3:13 10 68 192.6 0.7 6.7 4.2 5.9 3:28 15 83 193.6 1.0 7.7 4.0 5.6 3:43 15 98 194.7 1.1 8.8 4.4 5.4 3:59 15 113 186.7 185.7 1.0 9.8 3.6 5.2 4:14 15 128 188.4 1.7 11.7 6.8 5.5 4:34 20 148 190.1 1.7 13.4 5.1 5.4 4:54 20 168 191.7 1.6 15.0 4.8 5.4 5:14 20 188 192.9 1.2 16.2 3.6 5.2 5:34 20 208 194 2 1.3 17.5 3.9 5.0 5:54 20 228 195.4 1.2 18.7 3.6 5.0 6:15 20 248 186.6 185.7 0.9 19.6 2.7 4.7 6:35 20 268 188 7 2.1 21.7 6.3 4.9 6:55 20 288 190.6 1.9 23.6 5.7 4.9 Remark: 405 liters of water used for prewating from weybe river Medium to wide rack observed os that due to this the infeltration rate is high even if the soil is clay also th infltration site for garzing land which has effect on intake. Moisture penteration to 35cm WWDSE In Association with ICT Page 18 Final Feasibility Study Report I I I I II 1Federal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadu'a Irrigation Project Annex 43(b c): Data Base for Jnfilteration rate measurement and Hydruallic Conductivity WWDSE In Association with ICT Page 19 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity WWDSE In Association with ICT Page 20 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feaiibilrty Study and Detail Design of Bale Gadula Irrigation Project Arnex4.3(bcJ: Ota fair for tnfikeraboo rate measurement and Hydruatuc Conduc^eOr __________ WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT___________________ _______________ INFILTRATION RATE MEASURMENT FORM_____________________________ Profile No. BGP39 |Oatc 09/07/09 | Replicate no: 1 |Author Aberham & Kalkidan FAO Soil Unit Hapfc Luvisols (Hypereutric, dayic)___________________________________________ Mapping unit: VB2h>LVh*<rs Coordinates:Long (N): 0783007 ,Lat (E): 0669385 Surface feature: Flat gently sloping land Intensively cultivated land Fine to medium surface& sub surface cracks UTM Reading N: 0783007 E: 0668385 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate I Mean 2:00 7.0 2:02 2 2 7.1 0.1 0.1 3.0 3.0 2:04 2 4 7.1 0.0 0.1 0.0 15 2:09 5 9 7.2 0.1 0.2 1.2 1.3 2:14 5 14 7.6 0.4 0.6 4.8 2.6 2:19 5 19 7.9 03 0.9 3.6 2.8 2:24 5 24 8.1 0.2 1.1 2.4 2.8 2:34 10 34 8.6 0.5 1.6 3.0 2.8 2:44 10 44 9.1 0.5 2.1 3.0 2.9 2:54 10 54 95 0.4 25 2.4 2.8 3:09 15 69 10.1 0.6 3.1 2.4 2.7 3:24 15 84 10.7 0.6 3.7 2.4 2.6 3:39 IS 99 11.3 0.6 4.3 2.4 2.6 3:59 20 119 12.0 0.7 5.0 2.1 25 4:19 20 139 12.7 0.7 57 2.1 25 4:39 20 159 13.4 0.7 6.4 2.1 2.4 4:59 20 179 14.0 0.6 7.0 1.8 2.3 5:19 20 199 14.6 0.6 7.6 1.8 23 5:39 20 219 15.3 0.7 83 2.1 23 5:59 20 239 15.9 0.6 8.9 1.8 2.2 6:19 20 259 16.4 OS 9.4 15 2.2 Remark 28S1 iters of water used for prewetting from weyib river Fine to medium sub surface as well the land Is left inplouged for on every year $o that th* infilteration rate Is high beyond the rang of the profile textural class (caly) Moslture penteration to 5Scm WWDSE In Association with ICT Rrsal Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Inniteration rate measurement and Hydroalllc Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT I INFILTRATION RATE MEASURMENT FORM Profile No. BGP39 (Date 09/07/09 (Replicate no: 2 |Author:Aberham & Kalkidan FAO Soil Unit Haplic Luvisols (Hypereutnc, dayic) Mapping unit: VB2haLVhe-crB Coordinates:Lonp (N): O783OQ7 .Lal (E): 0668385 1 Surface feature: Flat gently sloping land Intensively culitvated land Fine to medium surface &sub surface cracks UTM Reading N: 0783007 E: 0668385 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min, Intake (cm) Cumulative Intake (cm] Intial Final Immediate Mean 2:03 95.8 2:05 2 2 95.9 0.1 0.1 3.0 3.0 2:07 2 4 95.9 0.0 0.1 0.0 1.5 2:12 5 9 95.9 0.0 0.1 0.0 0.7 2:17 5 14 96.0 0.1 0.2 1.2 0.9 2:22 5 19 96.1 0.1 0.3 1.2 0.9 2.27 5 24 96.1 0.0 0.3 0.0 0.8 237 10 34 96.1 0.0 0.3 0.0 0.5 2:47 10 44 96.1 0.0 0.3 0.0 0.4 3:02 15 59 96.2 0.0 0.4 0.4 0.4 3:17 15 74 96.2 0.0 0.5 0.0 0.4 3:32 15 89 96.3 0.1 0.6 0.4 0.4 352 20 109 96.4 0.1 0.7 0.3 0.4 4:12 20 129 96.6 0.2 0.9 0.6 0.4 4:32 20 149 96.8 0.2 1.1 0.6 0.4 452 20 169 97.1 03 1.4 0.9 0.5 5:12 20 189 97.3 0.2 1.6 0.6 0.5 5:32 20 209 97.5 0.2 1.8 0.6 0.5 5:52 20 229 97.6 0.1 1.9 03 05 6:12 20 249 97.8 0.2 2.1 0.6 05 Remark: 220 liters of water used for prewetting from weyib river Fine to medium subsurface crak The land is left upplouged (rest) for one year culatvation season. Moisture penteradon 45cm WWDSE In Association with ICT Page 22 Anal Feasibility Study Report I I I I I I I I I 1 i I I IFederal Democratic Republic of Ethiopia* Mlnljtry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4 5(b c| : Data Base for IrfilteratJon rate measurement and Mydrualt* Condixlhrty _____ _ WEIMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT_________________ '_______ INFILTRATION RATE MEASURMENT FORM_____________________________ Profile No BGP39 |Date 09/07/09 |Replicate no: 3 |Author: Aberham & Kalkidan FAO Soil Unit Hapfc Luvisols (Hypereutnc. clayic)__________________________ Mapping vniu VB2haLVha-crB Coordinates:!, ong (N): 0783007 Lat (E): 0668385 Surface feature: Flat gently sloping land Intensively culitvated land Fine to medium surface & sub surface cracks UTM Reading N: 0783007 E: 0668385 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intial Final Immediate Mean 2:06 185.5 2:08 2 2 185 6 0.1 0.1 3.0 3.0 2:10 2 4 185,6 0.0 0.1 0.0 1.5 2:15 S 9 185.7 0.1 0.2 1.2 13 2:20 5 14 185.7 0.0 0.2 0.0 0.9 2:25 5' 19 185.7 0.0 0.2 0.0 0.6 235 10 29 185.7 0.0 0.2 0.0 0.4 2:45 10 39 185.7 0.0 0.2 0.0 03 3:00 15 54 185.8 0.1 0.3 0.4 03 3:15 IS 69 18S.8 0.0 0.3 0.0 0.3 3:30 15 84 18S.9 0.1 0.4 0.4 03 3:50 20 104 185.9 0.0 0.4 0.0 0.2 4:10 20 124 186.1 0.2 0.6 0.6 03 4:30 20 144 186.3 0.2 0.8 0.6 03 4:50 20 164 186.4 0.1 0.9 0.3 03 5:10 20 184 186.5 0.1 1.0 0.3 0.3 530 20 204 186.6 0.1 1.1 0.3 03 5:50 20 224 186.7 0.1 1.2 0.3 0.3 6:10 20 244 186.8 0.1 1.3 03 03 Remark: 265 liters of water used for prewetting from weyib river Fine to medium subsurface crak The land is left upplouged for one year culatvation season. Moisture penteration 35cm WWDSE In Association with ICT Fsnel Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Anne* 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity INFILTERATION RATE MEASUREMENT BGP 39 I I I I I WWDS£ In Association with ICT Page 24 Final Feasibility Study Report — Ifederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasbillty Study and Detad Design of Rate Gadula Irrigation Frofect Annex 4.3(b e): Data Base for Infiheration rate measurement and HydruaWt CondwCXnrtty Final Feasibtay Study Report WWDSf In Association with ICT Page 2SFederal Democratic Republic of Cthlopla- Ministry of Water Reiovrcri Feasibility Study ar»d Detail Design of Bale Gadula Irrigation Project Anne» 4.3(b c] : Dala Base for Infllteratlon rate measurement and Hydrualllc Conductivity _____ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT____________ ~~ INFILTRATION RATE MEASURMENT FORM____________________ Profile No. DGP018 |Date 03/07/09 FAO Soil UnlfCatoc Vertisols (Pettie)Mapping unit. VBiccVRpeA |Replicate no: 2 |Author. Aberham & Kalkidan Coordinates: Long (N) 0781948 , Lal (E): 0658577 Surface feature: Gently sloping land Intensively culitvated land and small area of grazing land Fine to m<‘dium surface & sub surface cracks Common ►tones on the surface 1 UTM Reading N: 0781948 E: 0658577 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Intial Final Cumulative Intake (cm) Immediate Mean 2:02 185.5 2:04 2 2 185.6 0.1 0.1 3.0 3.0 2.06 2 4 185.8 0.2 0.3 6.0 4.5 2:08 2 6 185.9 0.1 0.4 3.0 4.0 2:13 2 8 186.5 0.6 1.0 18.0 7.5 2:18 5 13 187.1 0.6 1.6 7.2 7.4 2:23 5 18 187.8 0.7 2.3 8.4 7.7 2:33 10 28 188 8 1.0 3.3 6.0 7.1 2:43 10 38 189.9 1.1 4.4 6.6 6.9 2:53 10 48 190.7 0.8 5.2 4.8 6.5 3:08 15 63 192.1 1.4 6.6 5.6 6.3 3:23 15 78 193.4 1.3 7.9 5.2 6.1 3:38 15 93 194.S 1.1 8.10 4.4 5.2 3:55 15 108 186.6 185.6 1.0 9.1 4.6 5.1 4:15 20 128 188.5 1.9 10.0 5.7 5.2 4 35 20 148 190.2 1.7 12.7 5.1 5.1 4:55 20 168 191.6 1.4 13.7 4.2 4.9 5:15 20 188 193.0 1.4 15.1 4.2 4.8 5:35 20 208 194.0 1.0 16.1 3.0 4.6 5:55 20 228 195.1 1.1 17.2 3.3 4.5 6:15 J 20 248 186.6 185.8 0.8 18.0 2.4 4.4 6:35 20 268 187.8 1.2 19.2 3.6 4.3 6:55 20 288 189.0 1.2 20.4 3.6 4.3 •• 1 t Remark: 180 liters of water used for prewerting from weybe river Medium to wide crack which extendes up to 80cm make the rate high as well the infeltration site lies on patchy area of grazing land that make the intake rate high. Mositure penteration to 40cm Final Feasibility Study Report WWD5f In Association with ICT Page 26 I I I I I I I I I I I I I I I I I I I I IFederal Democratic Re cm bile of Ethiopia- Ministry of Water Resources Feasibility Study and Detail De si tn of (U»e Gadula Irritation Project Anne* 4_3(b c): Data Rate for Infflteratton rate measurement and Hydrjaffic Cond-ctMty ______ WELMELYADQT AND BALE-GADULA IRRIGATION PROJECT _______________ INFILTRATION RATE MEASURMENT FORM_______________________ Profile No. BGP 018 |pate 03/07/09 [Replicate no: 3 |Author:Aberham & Kalkidan FAO Soil UnlL'Cafc/c Vertisols (Pelhc)Mapping unit: VBiccVRpeA Coordinator: tong (N): 0761948. Lal (E): 0658577 5urfacc feature: Gently sloping land Intensively cultivated land and small area of grazing land Fine to medium surface & sub surface cracks Common stones on the surface JTM Reading Y: 0781948 E: 0658577 Depth of Waterlcm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Intial Final Cumulative Intake (cm) Immediate Mean 2 OS 95.5 2:07 1 2 2 95.6 0.1 0.1 3.0 3.0 2:09 2 4 95.6 0.0 0.1 0.0 1.5 2:11 2 6 95.6 0.0 0.1 0.0 1.0 2:16 5 11 95.6 0.0 0.1 0.0 0.5 2:26 10 21 95.7 0.1 0.2 0.6 0.6 2:36 IQ 31 95.7 0.0 0.2 0.0 0.4 2:46 10 41 957 0.0 0.2 0.0 03 3:01 15 56 958 0.1 0.3 0.4 03 3:16 15 71 95.8 0.0 0.3 0.0 03 3:36 20 91 95.9 0.1 0.4 0.3 03 3.56 20 11 96.0 0.1 0.S 03 03 4:16 20 131 96.1 0.1 0.6 0.3 03 4:36 20 151 963 0.2 0.8 0.6 03 4:56 20 171 96.4 0.1 0.9 0.3 03 5:16 20 191 96.5 0.1 1.0 0.3 0.3 5:36 20 211 965 0.0 1.0 0.0 0.3 Remark: 250 liters of water used for prewetting from weylb river Medium to wide crack & subsurface crack Mositure penteration to 35cm t Final Feasibility Study Report WWDSE In Association with KT P*t« 17Federal Democratic Republic of Ethiopia - Ministry of Water Resources Feasibility Study and Detail Desfcn of Bale Gadula Irritation Project Annex 43(b c) : Data Base for tnfilteratlon rate measurement and Hydrualllc Conductivity INFILTERATION RATE MEASUREMENT BGP 18 Final Feasibility Study Report WWDSE tn Association with ICT Pa^e 21 II I II II I II il I I I I I I I I 1 I IFederal Democratic Republ-c of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Design of Bale G*dula Irrigation Project Annex 43(b c): Data Base for Infilteration rate measurement and Hydrualbc Condjctmry _________________WELMEljYADOT AND BALE-GADULA IRRIGATION PROJECT ________________ ________ INFILTRATION RATE MEASU RM ENT FORM___________________________ Profile No. BGP 05 [Date 01/07/09 [Replicate no: 1 |Author: Aberham & Kalkidan FAO Soil Unit Sodt-Calcic Vertisols, (Humic.Pellic)________________________________ Mapping unit: VB23o-<cVRhu p Coordinates: Long (N): 0785702, Lat (E): 0653113 Surface feature: Flat gently sloping land Intensively culitvated land slight sealing Fine to medium surface crack UTM Reading N: 0786702 E: 0653113 Depth of Waterfem) Infiltra k" tion rate l/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2:00 7.5 2:02 2 2 8.1 0.6 0.6 18 18 2:04 2 4 8.8 0.7 1.3 21 195 2:06 2 6 9.3 0.5 1.8 15 18.0 2.08 2 8 9.8 0.5 2.3 15 17.3 2:13 5 13 11.0 1.2 3.5 15.6 16.6 2:18 5 18 12.0 1.0 4.5 12.0 15.0 2:23 5 23 12.9 0.9 5.4 10.8 14.1 2.28 5 28 13.7 0.8 6.2 9.6 13.3 2:38 10 38 15.3 1.6 78 9.6 123 2:51 10 48 9.4 8.0 1.4 9.2 8.4 115 3:01 10 58 11.1 1.7 10.9 10.2 113 3:11 10 68 12.7 1.6 12.5 9.6 11.0 3:21 10 78 13.8 1.1 13.6 6.6 105 3:36 15 93 16.0 2.2 15.8 8.8 10.2 3:53 15 108 10.8 7.4 3.4 19.2 13.6 10.7 4:08 15 123 13.6 2.8 22.0 11.2 10.7 4:23 15 138 15.5 1.9 23.9 7.6 10.4 4:39 15 153 9.9 7.8 2.1 26.0 8.4 10.2 4:59 20 173 12.7 2.8 28.8 8.4 10.0 5:19 20 193 14.8 2.1 30.9 6.3 9.6 5:41 20 213 9.9 7.8 2.1 33.0 6.3 93 6:01 20 233 12.1 2.2 35.2 6.6 9.1 6:21 20 253 14 2 2.1 37.3 6.3 88 6:41 20 273 15.9 1.7 39.0 5.1 . 8.6 7:02 20 293 10.0 7.6 2.4 41.4 7.2 85 7:22 20 313 12.4 2.4 43.8 7.2 84 Remark. 335 liters of water used for prewetting from weyib river Due to wide sub surface crack the infeltration rate is high and also the site of recently plouged land and stil plouged Moisture penteration to 50cm infeltration point is WWDSE In Association with ICT Page 29 Final Feasibility Study RepoflFederal Democratic Republic of Ethiopia Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c) : Data Base for Infilteralion rate measurement and Hydruallic Conductivity ________ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT______________________________ _______ ________________ INFILTRATION RATE MEASURMENT FORM______________________________ Profile No, BGP 05 [Date 01/07/09 [Replicate no: 2 |Author: Aberham & Kalkidan FAO Soil Unit: Sodi-Calcic Vertisols. (Humic.Pellic)_________________________________________________ Mapping unit: VD2»o-ccVRhu-peB Coordinates: Long (N): 0786702, Lal (E): 0653113 | Surface feature: Flat gently sloping land Intensively culatvated land & slight sealing Fine to medium surface crack UTM Reading N: 0786702 E: 0653113 Depth of Water(cm) Intake Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min 1 Intial (cm) Cumulative Intake (cm Final Immediate Mean 2:05 95.8 2:07 2 2 95.8 0.0 0.0 0.0 0.0 2:09 2 4 96.2 0.4 0.4 12.0 6.0 2:11 2 6 96.5 0.3 0.7 9.0 7.0 2:13 2 8 '97.0 0.5 1.2 15.0 9.0 2:18 5 13 97.6 0.6 1.8 7.2 8.3 2:23 5 18 98.5 0.9 2.7 10.8 9.0 2:28 5 23 99.2 0.7 3.4 8.4 8.9 2:33 5 28 100.0 0.8 5.2 9.6 11.1 2:43 10 38 101.1 1.1 6.3 6.6 9.9 2:53 10 48 102.2 1.1 7.4 6.6 9.3 3.-04 10 58 96.2 95.8 0.4 7.8 2.4 8.1 3:14 10 68 97.8 1.6 9.4 9.6 8.1 3:24 10 78 99.3 1.5 10.9 9.0 8.3 3:39 15 93 101.0 1.7 12.6 6.8 8.1 3:54 15 108 102.7 1.7 14.3 6.8 7.9 4:11 15 123 97.0 95.7 1.3 15.6 7.2 7.6 4:26 15 138 98.6 1.8 17.4 6.8 7.6 4:41 15 153 100.5 1.7 19.1 6.6 7.5 5:01 20 173 102.7 2.2 21.3 6.6 7.4 5:21 20 193 97.0 95.7 1.3 22.6 3.9 7.0 5:41 20 213 97.0 2.3 24.9 6.9 7.0 Remark: 335 liters of water used for prewetting from weyib river Due to wide sub surface crack the infeltration rate is high and also the site of infeltration point is recently plouged land and stil plouged Moisture penteration to 65cm I I I I I I I 1 a WWDSE In Association with ICT Page 30 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadufa Irritation Project Annex 4.3(b c). Data Base for Infiheration rate measurement and Hydrtafcc Conductrvcy WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT ________________ ________ INFILTRATION RATE MEASURMENT FORM_____________________________ Profile No. BGPOS |pate 01/07/09 |Replicate no: 3 | Author: Aberham & Kalkidan FAO Soil Unit: Sodi-Calcic Vertisols. (Humic.Pell'C)____________________________________________ Mapping unit: vgzso-ccVRhu-p?3 Coordinates: Long (N): 0785702, Lat (E): 0553113 Surface feature: Flat gently sloping land Intensively culatvated land & slight sealing Fine to medium surface crack I JTM Reading M: 0786702 ■: 0653113 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) ntial Final Immediate I Mean 2:09 185.5 2:11 2 2 186.0 0.5 05 15.0 15 2:13 2 4 186.5 0.5 1.0 15.0 15 2:15 2- 6 187.4 0.9 1.9 27.0 - 19 2:17 2 8 187.8 0.4 2.3 12.0 17.3 2:22 5 13 188.7 0.9 3.2 10.8 14.8 2:27 5 18 190.0 1.3 45 156 15.0 2:32 5 23 191.1 11. 5.6 13.2 14.6 2:39 5 28 186.7 185.5 1.2 6.8 14.4 12.6 2:49 10 38 187.7 1.0 7.8 6.0 12.3 2:59 10 48 188 9 1.2 9.0 73 113 3:09 10 58 190.5 1.6 10.6 9.6 11.0 3:17 8 66 192.0 1.5 12.1 11.3 11.0 3:29 10 76 1868 185.5 1.3 13.4 7.8 10.6 3:44 15 91 189.5 2.7 16.1 10.8 10.6 359 15 106 1918 2.3 18.4 9.2 10.4 4:16 15 121 187.3 185.5 1.8 20.2 7.2 10.0 4:31 15 136 187.2 1.9 22.1 7.6 9.8 4:46 15 151 1904 3.2 25.3 12.8 100 5:09 20 171 188.0 185.5 2.5 27.8 75 9.8 5:29 20 191 190.6 2.6 30.4 7.8 95 5:49 20 211 192.9 2.3 32.7 6.9 9.3 6:11 20 231 187.0 185.6 1.4 34.1 4.2 8.9 6:31 20 251 189.1 2.1 36.2 63 8.7 6:51 20 271 191.1 2.0 38.2 6.0 8.5 7:12 20 291 186.5 1855 1.0 39.2 3.0 8.1 7:32 20 311 188.5 2.0 41.2 6.0 SO ■ Remark: 340 liters of waler used for prewetting Due to medium to wide crack the intake rate is high. Also the land was plouged and still plougtng for preparation to sow. Moisture penteration to 50cm WWDSE In Association with ICT Pae* 31 Final feaslb-hty Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infiltcration rate measurement and Hydrualllc Conductivity I I 1 I WWDSE In Association with ICT Page 32 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity Feasibility Study and Detail Design of Bale Gadula Irrigation Project WWDSE In Association with ICT Page 33 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity Feasibility Study and Detail Design of Bale Gadula Irrigation Project WELMELjYADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No.BGP 35 |pate21/07/09 |Author:Aberham & kalkidan FAO Soil Unit/ Mollie Vertisols (Calric, Hyposodic) Stony phase Coordinates, Long (N). 0782041, Lat (E): 0665415_____________ Surface feature:- Gently surface fatures Predominantly cultivated land Fine to medium surface & subsurface crack Mapping unit: VB1moVRca-wnA Water source: Weiyb Pre wetting: with out prewetting UTM Reading N: 0782040~ E: 0665416 Average Rate (m/day) 0.07 Rep.no, 1 Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Depth(cm) 9 0cm Depth(cm) 90cm Radius(cm) 4cm Depth(cm) 90cm Ti h(ti)+r/2 Ti h(ti)+r/2 Ti h(ti)+r/2 (sec) (sec) 4:43:60 38 44:10 3:35:00 45:20 48:16 36:05 37:48 41:30 48:20 (sec) 3:38:00 20 39:10 50:20 53:90 40:02 44:06 47:10 51:29 4:02:21 59:31 5:07:10 13:10 3:06:35 19:20 20:20 15:10 30:40 40:35 32:05 20 21 22 23 24 25 26 27 28 29 Conductivity 0.09 m/day Conductivity 0.06 m/day Conducti vity 0.07 m/day Average Rate (m/day) 0.07 m/day A7 - Vz Remark: Dense shrub and open wood land Final Feasibility Study Report WWDSE In Association with ICT Page 34Federal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4 3(b c): Data Base for Infilteration rate measurement and Hydruallrc Conductrvfty Feasibility Study and Detail Design of Bale Gadula Irrigation Project WELMEL,YADOT AND BALE-GADULAJRRIGATIONJ^ROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No.BGP 48 _____________________ |Datel4/07/09 FAO Soil Unit. Calcic Vertisols, (Hposodic, Pellic) Coordinates:Long (N): 0782021 ,Lat (E). 0673412 Surface feature: Flat to gently sloping and intensively culitvated land Medium to wide surface crack. Water source: Weyib Pre with out [Author: Aberham & kalkidan Mapping unit VB2ccVRwn-peB UTM Reading____________________ N:0782021_______________________ E: 0673412______________________ Average Rate (m/day) 0.04m/day Rep.no.1 Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Depth(cm) 90cm Depth(cm) 90cm Depth(cm) 90cm Ti (sec) h’(f) cm h’(t’) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h’(t') cm h(ti)+r/2 cm 6:30:17 20 70 72 2:39:00 20 70 72 3:52:30 20 70 72 31:26:00 21 69 71 40:10 21 69 71 53:00 21 69 71 40:10 22 68 70 40:36 22 68 70 58:04 22 68 70 47:50 23 67 69 48:20 23 67 69 4:01:04 23 67 69 7:00:01 24 66 68 3:06:05 24 66 68 22:01 24 66 68 14:34 25 65 67 18:20 25 65 67 34:10 25 65 67 38:10 26 64 ‘ 66 30:10 26 64 66 44:00 26 64 66 46:20 27 63 65 50:20 27 63 65 5:28:18 27 63 65 ■ Conductivity 0.04 m/day Conductivity 0.05 m/day Coriductivity 0.03 m ^day Average Rate (m/day) 0.04 m/day _ WWDSE In Association with ICT Page 35 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydrualllc Conductrvi ____________________WELMEL,YADOT AND BALE-GAPULA IRRIGATION PROJECT______________ __ _ _____________________HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM________________ Profile No.BGP 53 FAO Soil Unit'Ca/crc Vertisols (Hyposodic, Chromic) oordinates: Long (N): 0781065 ,Lat (E): 067651 |Datel6/07/09 j [AuthonAberham & kalkidan Mapping unit: VB1ccVRwn-crA | Surface feature:- Gently sloping and intensively cultivated land Medium to wide surface crack. UTM Reading N: 0781066 E: 0676510 Water source: Weyib Pre wetting: With out prewetting Average Rate (m/day) 0.06m/day Rep.no.1 Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Depth(cm) 90cm Depth(cm) 90cm Depth(cm) 90cm Ti (sec) h’(t’) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h-(t’) cm h’(t’) cm h(ti)+r/2 cm 5:37:40 20 70 72 4 33:00 20 70 72 3:16:35 20 70 72 38:20 21 69 71 35:05 21 69 71 17.10 21 69 71 39:12 22 68 70 36:38 22 68 70 18:05 22 68 70 41:39 23 67 69 39:15 23 67 69 21:10 23 67 69 45:40 24 66 68 45:37 24 66 68 23:09 24 66 68 6:01:05 25 65 67 52:23 25 65 67 28:10 25 65 67 13:51 26 64 66 5:04:05 26 64 66 33:20 26 64 66 20:10 27 63 65 14:20 27 63 65 40:11 27 63 65 37:06 28 62 64 24:04 28 62 64 4:04:05 28 62 64 57:13 29 61 63 35:40 29 61 63 30:40 29 61 63 Conductivity 0.06 m/day Conductivity 0.06 m/day Conductivity 0.05 m/day Average Rate (m/day) 0.06 m/day /1 WWDSE In Association with ICT Page 36 Final Feasibility Study Report I I I I IFederal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4 J(b c): Data Base for InfJteration rate measurement and Hydrua^c Conducrnnty Feasibility Study and Detail Design of Bale Gadula Irrigation Project ___________ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No. BGP 68 FAO Soil UnifSod/’-Ca/c/c Vertisolsols (Humic, Pellic) Coordinates :Long (N): 0789742 , Lat (E): 0650510 |Datel6/07/09 [Author.Aberham & kalkidan Mapping unit VB1so-ccVRhu-peA Surface feature:- Gently to flat surface fature Moderately cultivated land Open wood land and open shrub land UTM Reading N:0789750 E: 0650650 Water source: Weyib river Pre wetting: With out prewetting Average Rate (m/day) 0.07m/day Rep.no.l Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 1Radius(cm) 4cm Depth(cm 90cm Depth(cm' 90cm Depth(cm) 90cm Ti (sec) h’(t’) cm h*(f) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h’(t’) cm h(ti)+r/2 cm Ti (sec) h(f) cm MV) cm h(tiW/2 cm 5:50:00 20 70' 72 4:50:00 20 70 72 3:51:00' 20 70 72 46:06 21 69 71 15 21 69 71 52:05 21 69 | 71 51:24 22 68 70 51:05 22 68 70 46 22 68 70 54:39 23 67 69 52:09 23 67 69 54:13 23 67 69 58.30 24 66 68 55:01 24 66 68 59:10 24 66 6S 6:04:20 25 65 67 55:00:20 25 65 67 4:10:28 25 65 67 12:16 26 64 66 18:02 26 64 66 21:22 26 64 56 18:51 27 63 65 24:00 27 63 65 23:30 27 63 65 30:14 28 62 64 34:42 28 62 64 47:40 28 62 64 Conductivity 0.08 m/day Conductivity 0.09 m/day Conductivity 0 06 m/day Average Rate (m/day) 0.07 m/day AT - log(A £r.) — 1.15/a-------------------------------- ’’/z) — -r- r/-> ------- —- X / QCXV WWDSE In Association with ICT Page 37 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No. BGP39 |Date 09/07/09 (Author: Aberham & Kalkidan FAO Soil Unit: HapliC LuvisolS (Hypereulric, clayic) Mapping unit: VB2haLVhe-crB Coordinates:Long (N): 0783007 ,Lal (E): 0668385 Surface feature:- Flat to gently to flat surface feature Intensively culitvated land Fine to medium surface and sub surface crack UTM Reading N: 0783007 E: 0668385 Water source: Weyib Pre wetting: with out prewetting Average Rate (m/day) O.llm/day Rep.no.l Radius(cm) 4cm Rcp.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Depth(cm) 90cm Depth(cm) 90cm Depth(cm) 90cm Ti (sec) h’(t’) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h’(t’) cm h'(t') cm h(ti) r/2 + cm Ti (sec) h’(f) cm h’(t’) cm h(ti)+r/2 cm 3:48:00 20 70 72 3:16:03 20 70 72 4:30:20 20 70 72 * 54:32 21 69 71 19:25 21 69 71 31:03 21 69 71 55:05 22 68 70 22:00 22 68 70 32:08 22 68 70 56:10 23 67 69 24:20 23 67 69 33:16 23 67 69 4:00:10 24 66 68 26:08 24 66 68 35:00 24 66 68 01:20 25 65 67 28:10 25 65 67 38:10 25 65 67 06:05 26 64 66 32:20 26 64 66 43:27 26 64 66 10:20 27 63 65 37:02 27 63 65 50:18 27 63 65 18:42 28 62 64 43:04 28 62 64 57:50 28 62 64 25:09 29 61 63 46:00 29 61 63 5:09:04 29 61 63 Conductivity 0.11 m/day Conductivity 0.13.m/day Conductivity 0.1 m/day Average Rate (m/day) 0.11 m/day A = 1.15r -------------------------------------------- „. lc8r(ACt.) + +V2 x t/ ___ t / / -TI fl / CtCL X ' 1 WWDSE In Association with ICT Page 38 M k.Federal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Cond Feasibility Study and Detail Design of Bale Gadula Irrigation Project WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No. BGP 18 |Date03/07/09 jAuthor: Aberhame & Kalkidan FAO Soil U nit. Ca/c/c Vertisols (Pellic)_____________________________ Coordinates: Long (N): 0781948, Lat (E): 0658577___________________ Surface feature:- Gently surface fature Common surface coares fragment on the top of the surface observed. Mapping unit: VBtccVRpcA UTM Reading N: 0781948 E: 0658577 Water source: Weyib river Pre wetting: with out prewetting Average Rate (m/day) 0.09m/day Rep.no.1 Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Depth(cm 90cm Depth(cm 90cm Depth(cm) 90cm Ti (sec) h’(t’) cm h’(t’) cm h(ti)+r/2 cm Ti (sec) h'(f) cm h’(f) cm h(ti)+r/2 cm Vi (sec) h’(f) cm h'(t') cm h(ti)+ err 3:20:00 21 70 72 2.20:00 21 70 72 4:17:00 21 70 72 21:10 22 69 71 21:20 22 69 71 18:10 22 69 71 22:12 23 68 70 22:10 23 68 70 19:20 23 68 70 24:00 24 67 69 23:05 24 67 69 20:10 24 67 69 26:35 25 66 68 24:40 25 66 68 21:20 25 66 68 30:00 26 65 67 26:10 26 65 67 22:00 26 65 67 33:05 27 64 66 29:10 27 64 66 28:40 27 64 66 47:30 28 63 65 4:00 28 63 65 31:00 28 63 65 4.14:15 29 62 64 47:38 29 62 64 50:10 29 62 64 Conductivity 0.06 m/day Conductivity 0.12 m/day Conductivity 0.1 m/day Average Rate (m/day) 0 09 m/day K = l.lSrx--------------------------------------- -------------- ' "■/„ - '/.■---------------------‘ X SS4'"/rf«v WWDSE In Association with ICT Page 39 Final Feasibility StudyFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductivity WELMELjYADOT AND bale-gadula irrigation project HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No. BGP 05____________ FAO Sol! Unit Sodi-Calcic Vertisols, (Humic,Peflic) Coordinates: Long (N): 0786702, Lat (E): 0653113 | Date 01/07/09 [Author: Mapping uni-VB2so-ccVRhu-peB Surface feature:- Flat to gently surface fature Predemently culatvated land Fine to medium surfae cracks. UTM Reading N: 0786702 E: 0653113 Water source: Wcyib Pre wetting: with out prewetting Average Rate (m/day) 0.04m/day Rep.no.l Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Depth(cm) 90cm Depth(cm) 90cm Depth(cm) 90cm Ti (sec) h'(t') cm h’(t’) cm h(ti)+r/2 cm Ti (sec) h'(f) cm h'(t') cm h(ti)+r/2 cm Ti (sec) h’(t') cm h’(t’) cm h(ti)+r/2 cm 5:11:10 21 70 72 5:55:00 21 70 72 6:54:30 21 70 72 38 22 69 71 56:10 22 69 71 40 22 69 71 12:11 23 68 70 30 23 68 70 55:20 23 68 70 13:20 24 67 69 58:20 24 67 69 57:05 24 67 69 15:00 25 66 68 6:00:52 25 66 68 59:50 25 66 68 16:20 26 65 67 04:50 26 65 67 7:07:10 26 65 67 21:06 27 64 66 11:20 27 64 66 14:20 27 64 66 24:35 28 63 65 20:15 28 63 65 25:00 28 63 65 33:10 29 62 64 32:10 29 62 64 7:36:00 29 62 64 40:20 30 61 63 40:15 30 61 63 57:10 30 61 63 _______ Conductivity 0.01 m/day Conductivity 0.07 m/day Conductivity 0.05 m/day • Average Rate (m/day) 0.04 m/day a- - / n /l - Va x 1 ■ WWDSE In Association with ICT Final Feasibility Study Report Page 40
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