FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCE FEASIBILITY STUDY AND DETAIL DESIGN OF BALEGADULA IRRIGATION PROJECT VOLUME - 5 ANNEX - 4.1 DATA BASE FOR AUGER HOLE DESCRIPTION FEASIBILITY FINAL REPORT MAY 2010 I 111 association vs iili Water Works Design and Supervision Enterprise (WWDSE) Intercontinental Consultants and Technocrats PVT.LTD.(ICT)FEDERAL 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 4 MAY 2010Bale Gaddula Irrigation Project Morophologlcal Cha re etc relic e of Auger Hole f It tR I Q* -J 3 o I fl -w i £’ ederel Dim#aiU< Repebllc of (thkople- M'nlilry o< Water Retov/rea feaalhliiry Itufy and Detail De»l<n of Bale Gadula lirlfetlon Pioje«1 Region Oro mJ a Zone Belo Agro-cHmatic >cne Weyenadega i Cl: Data bate for *-«•' Daecrtd'cn Soil Survey Study Bala Gaddula Irrigation Project Morophologlcal Characlootlca of Auger Holo 2 I • 0 1 J i’ > I 3 5 5 5 3 I! 5 hi Ji H h ll ll lb LI !i 0 5 D V h H 1 __ h is Jh •? = 1; J3 H lit 1 iUl 1u 31 BGL 42 A61 1’ . AO 15AJ7/00 aoete Gora 1 680 782750 571600 Hapke luvtidi <100 LV U0 S-N LEM 06 >50 m CA W/E/ M vc/so N N W/E u u R/1/A/M N &L2MA4 HE 32 □GL 4? A62 AW 15/07/09 ■ut Meta Gere |1 678 782/50 872000 Enfoleptic Veruaoli <100 IV F0 NW-SE LE// 03 >200 m u CO/AL D VF >125 cm VF/CS M M U/S u u N/7VN.?/ N CL4/SL2 CA4/HE2 S3 BGL 43 A24 AW 30/06/09 LncriZ 1 TAIeriam 1 Goro 866 782500 656800 Enddeplic Verbid a <100 IV F NE-SW N-S LEM 03 150m u AL/ 0 N >125 cm N W N M/S N N SHIAJS PfM CL «/S/S U CA4/SR /HE 33 DGL 43 A25 AW 30/06/09 EMani 1 r/Ui'KT) Gero 666 782482 857218 Haptic Lwndt <100 LV FD N-S AT LE// 03AM 150m u AU 0 N >125 cm v/s M-W N u/s N N S/1/A/S M SAX5XM.1 SR/HE/CA4 15 BGL43A26 AW 30/06/09 Dew* 1 Ea at r Go»o 1865 782500 657800 Hepi>c Luvtidi <100 LV FG L N-S ATM 03AM <IS0m u AU D N >125 cm V)S FU N MW N N SR/I/A/S N CU«flL2 *su SR/CA4 /HE 36 8GL43A27 AW 30/06/09 Dawe A Etyat Gore 1864 762500 658000 Enddapbc VdVidi <100 LV FG L N-S ATM OJAM <IS0m u AU 0 V >125 cm CF/SBC W N ws N N S/1/A/S N cu/ai: /*L2 CA4/HE 37 BGL 43 A28 AW 30/07/09 a*akun< a **«’• Gore 1865 7B2SOO 658400 HapAc Luvttdt <109 LV F0 NS LE// 03 »20Cm u AU D N >125 cm N FM u/s N N S/1/U/S N aj CA4 38 DGL43 A29 AW 30.07/09 Metma I Abate Goro 1881 782500 658800 Hap/< Luviadi <100 LV FC N-S LE// 03 150m u AU 0 N >125 cm F/S N ws N N S/VU/S N GU 04 39 BGL 43 A30 AW 00/075)9 EMekl r/Varum Goro 1665 782SOO 659200 E Motor be Vert adi <100 LV FC NE-SW AT.OV/ (M >100 m 1 AU 0 N >125 cm F/S W N WJ N N S R/2/A/S N SLV9L1 04 40 BGL 43 A31 AW 03/0709 ratal Tedna Goro 1862 782SOO 659600 HtpAc Luvlioit <100 LV G N-S LEM 05 150 m 1 AU O NF >125 cm VF,C S/U N N M/S U U N/N/N/N N CL5TCU O4/HE 41 BGL 43 A32 AW 07/07/09 r>ua TaOwa Goro 1859 762500 660000 Haplc Luvlioit <100 LV G N-S LE// 05 >100rr> u AU D F >125 cm F.C/S 0 M w U/3 U U N/TVWN N CLMGU O4/1-E 42 0GL43 A33 AW 2S/D6/09 UHvit a Abate Goro 1858 782500 6504 X Hap’< LuWada <100 LV F J N-S LEM 03 130 m u AU D F >125 cm c/s N N u-s N N S/1/A/S N OLJ HE 43 OGL43A34 AW 26/06/09 Aben«m L<ra»«5i" Gore 1850 7B25OC 850800 Hapic Luviaolt <100 LV F ■4 NW-SE LE// 03 >200 m u AU D N >125 cm 'N M N M/S N N S/1/R/S N S11/CXJ SOLI HETCA4 44 BGL 43 A34 AW 26/06/09 Taaai iMete Goro 1848 782500 661200 Endolepbc VerUidi <100 LV G D NW-SE LE// 05 >100 m u AU 0 V >125 cm V/C.S N N ws U U N/N/H'N N QL2ZX4 CA4 45 BGL 43 KX AW ' 26*065)9 Dawe I C»yaa Goro 1847 782500 661500 Heplic Luviida <100 LV FG L N-S ATM 04/05 <100 m u AU D N >125 cm VM/SM FM N LVW N N SR/2/A/V N CLMBU /SI2 CA4/HE 46 BGL43 A3 AW OG/D6/09 EMail I F/Ma'■err Goto 1843 782500 662010 Endolept* Vertiioli <100 LV GU L N-S NW-SE ATM 05 150m u CO/AL 0 N >125 cm F/S W-V N M/*W N N NOV7MN N C14/SL2 /CL1 O4/HE 47 BGL 43 A3 AW 265)65)9 Fatal Taint Goro 1851 762500 662400 Hapllc Luvtda <100 LV R L N-S LEM 07 >100 m u AU s A 25 cm atcs W W M/R U U R/1/A/S N CL4 04 4» BGL 43 A3 AV V 2600/39 Ununa I Abate Gore 782500 662800 Map»<c LutntoH <100 LV G 0 N-S LE// C5 40 m u AUCO vs C 25 cm C/s N N W//W N N S72/A.M N SH HE 49 □GL43A4 AS V 27/065)9 Abemar- anua^an Goro 1847 1840 782500 663 2 X Enddeptc Vertiadi <30>5C SH R H NW-SE R// 07 50 m 1 DT/ VS N 20 cm ATCB N W M/R N N S/2/R/S N C11X5L1 04 /HE **•»►»— 50 BGL43A4 AV V 27/0609 Goro 1861 782500 663500 Hapiic Luviadt 8-30/ SH R H N-S RM 07 50m 1 BT/ s N 30 cm F/S.L N V/ WR N N S/1/A/S N 611/91 '<U HETCA4 51 52 □Gl 43 A4 AV 285)65)9 EMan I F/Manam Goro 1840 782500 C6400C Heplic Luvuda <100 LV U M NW-SE ATM C« t50 m u CO/ D N >125 cm crc.s M N MiR N N S.R/2/A/S N CLV5O HE/CA4 DGL 43 A4 AV 065)65)9 EMen l FMaNewt Goro Endoieplc Vertiada <100 LV GU L NW-SE . N-S ATM 05 tSOm u co/ D N >125 cm crcs W N WR N N S RvT/A.'M N C14«tJ XM.1 O4/HE 53 BGL 43 A4< AV 26*065)2 Makuna a Alate Goro 1817 1809 762500 782500 664400 564BOO Enddepbc Vertaolt <100 LV F O S-N LE// 03 >35 m u AU D N >125 cm F/S N N M/S N N S/1/U/S N SLJXZia HEO4 54 DGL 43 A4! AW 29*0652 Matone 1 Abate Gore 1838 7825OC 655200 Hapke Lutnada <100 LV F O N-S LEM 03 35 m u AU O N >125 cm F/S N N M/S N N S/1/A/S N 5U HE 55 BGL 43 A4C AW 095)7/09 Feel 1 TMaet Goro 1789 782500 665600 Hepbc Luviadt <1» LV F O W-E LE// 04 >100 rr u AU D vr ► 125 cm vf/c N N M/S U U N^VN/N N Q-2/C15 HE2/O4 F MaU 1 56 BGL43 A47 AW 06*07/09 Goro 1775 762500 666000 Enddept c Vortiic'a <100 LV G L WE N/N/N 05 150 m u AU O N >125 cm C.5B W N M.W N N )VN/N/N N CO 04 57 DGL 43 A40 AW 11/O7/Q9 Mathie 1 Abate Goro 1706 782500 86540C Calcic VoHiidIi (Pehc <100 LV F 0 N-SE LE// 03 1— >100 fT u AU D N >125 cm N N N M/S N N s/i/u/s N CL4/31J HETCA4 56 BGL43A50 AW 115)7/09 Fata a Teona Goro 1747 762500 667200 Hap c Luviioli r <100 LV F D N-S LEM 03 >100 rr u AU O N >125 cm N M W M/S U U N/N/N/N N 0.4 04 59 BGL 43 A51 AW 115)7/09 emi* a F/Menam C.orc 1749 762512 667600 1 Enddopbc VertiicU <100 LV F 0 NW-SE LE// 03 150 m u AU O N >125 cm V/S W N M.3 N N S/1/A/S N CX1/SL2 04 /HE 60 BGL43 A52 AW 11/075)9 EMan i E/Variant Goro 1739 7B2500 ) 568020 Caloc Vortiidi <100 LV F 0 NW-SE LE// 03 >200 n u AU O N 1 >125cm i V/S •M- WN MVS N N S/2/A/S N cu 04I edaral Democratic RepubU: of Llhiopla- Mlnli try of Waler Retourcea LeatlblUty Study and Oalall Dcl«n ol Balo Caduto Inlfatlon Pio|ect Region Oromlt Zone Bole Agro-cUmaUc iono Wayonedegt Annn 4.1: OaU bate for Au<er Holo Description Sod Survey Study □ale Caddula Irrigation Prajoct Moropbologlcal Characlonilca of Auger Holo 2Ma Q J 1 :■ I « i § a 5 W a 5 I B-------------------- S t- .ill .1 1ih A: . t*1t T------- 1 It .k __ (3 -i-i. -Jl -- nl*’i II . -at 3 3 n I- u il— .1. Ill h 2r 5: ULX. 4 11 i* 1 ill n hi - I• I xLl Ji 61 BGL 43 A53 *>W 11/07/0? Da«>U Evyai Gero 174 76250C 66840C Hap! c Luvitoli Cl 00 LV F L NW-SE LE/7 02 <200 m u AU 0 N >125 cm N FM N NVS N N S/1/A/S N CL24J1 2 HEXLM 62 BGL 43 A54 AW 13/07/Cfl O.-u Eu»>‘ I Goro 1731 782WC 6688OC Endoiepbc Very tola <100 LV F L N-S LE// 03 <200 m u AU 0 N >125 cm N FM N LUS N N S/1/A/S N CL2/BV2 nu CA4/HE 63 BGL 43 ASS AW 1X«O7/OT Erroabi F/Mtnan’ Goro 1732 7825OC Calcic Vortriolt <100 LV FG L NW-SE AT# 04 >l00m u AU 0 N >125 cm N W N U.W N N S R/1/A/S N CX1VSL2 CA4/HE £4 BGL 43 A56 AW 13/07/09 Veavna L Abaia Gore 1726 7825OC 600200 569600 Hapitc Luviaola <100 LV F L N-SE LE# 03 »100m u AU D N >125 cm N N N M/S N N S/1/U/S N 8L2 HE 65 BGL43AS7 AW 13/DM79 Faalb Tadeaa Goro 1716 782500 670000 Hapi»c Lw’toJi <100 LV G □ NW-SE LE# 05 >60 m u AU 0 VF >125 cm VF/CS M W M/S U U S/1/A/S N CXSrsU CA4A4E2 66 BGL 43 AS8 AW 14A27/O9 Dw-nt* Ekyat Gore 1705 782500 6 70400 EndoIopl c Verveolt <100 LV FG L NW-SE N/N/N 03/M <100 m u AU 0 N >125 cm F/S M N WAN N N S/1//VS N CJ«l2 r»L2 NE/CA4 67 QGL 43 A59 AW 14/07/09 EndaA A F/Uvian- Goro 1700 782500 670500 Hapbc Luvitoit <100 LV FG D W-E AT# 04 150 m u AU 0 N >125 cm . V/S LI N M/W N N S/1/A/S N XSLICLS CA4/HE 66 not 43 AM AW 1SJD7/O9 bUkurta 1 Abala Goro 1692 782500 671200 Hapl.c Luvitoli <100 LV F L N-SE LE// 03 150 m u AU 0 N >125 cm N N N LUS N N S/1/V/S N CL4/SL2 CA4 66 BGL 43 A£1 AW 15/C 7/06 real a I aaeaa Goro 1690 782500 871600 Hapbc Luvitoit <100 LV F D NW-SE LE# 03 >100m u AU 0 VF >125 cm VFC LI W LUS U U NrWUN N CLV»2 CA4/HE 70 DOI 43 A62 X W 15/07/09 retd I Talrta Goro 1679 782500 672000 Endotepoc Vorbtoit <100 LV F D N-S LE// 04 >100m u CO/AL 0 VF >125 cm VF/C M W M/S u u 7UN/N/N N CL4 CA4 71 BGL43A63 X W 16/07/09 End an 4 F/Var»-n Goro 1630 782500 672400 Hap'c Luvitoit <100 LV FG 3 W E SW-NE AT# 04 >100m 1 AU 0 N >125 cm F/CS M-W N MAN N N S.R/2/A/S M N CL3/3L2 ZOL1 CA4#1E 72 8SL43A64 A W; 16/07/09 EnO a* I t/Uanam Goro 1673 782500 672800 Hopb; Luvitoit <100 LV F W-E . nwTe 3 . SW-NE LE// 04 >100m 1 AU 0 N >125 cm N W N M-W N N S/1/A/S N CU CA4 73 DGL44 A25IA w' 30/07/09 £n4alk i F/M»’>am Goro 1363 762250 657185 Htpf< Lu ml 041 <100 LV F NESW.N-S AT.LE# 04 150m u AU 0 N >125 cm F/SB M-W N MAN N N SR/2/A/S F/M 8A3L1/3L3 CA4/HE /SR 74 6GL44A26 A IOomU W 3007/09 I El»». Goro 1663 782250 857600 Endolapbc Vortriolt <100 LV FG N-S AT# 04 <150m u AU D N >125 cm V/S F N WAN N N S R/1/A/S N CuS^A/ BL2TOO CA4/SR /HE 75 Da— BGL 44 A27 A W 3007/09 1 Eryat Goro I860 782250 655000 Cakx: Vortitolt <100 LV FG N-S AT# 0V04 <l50m u AU 0 N >125 cm F/SB N N MAN N N SR/I/A/S N CL4«U /•u CA4/HE 76 BGL 44 A28 A W 30/07/09 Manx-a a Abata Goro 1859 782250 658400 Hephc Luviiolt <100 LV FC N-S LE# 03 >200 m u AU 0 N >125 cm F/S F W M/S N N S/1/U/S N CL2 CA4 77 0GL44A29 A W 30/07/09 l/auxr a Abai a Goro 1858 762250 651800 Hapl.c Luviiolt <100 LV F0 LE# 03 >200 m u AU 0 N >125 cm N N N M/S N N S/1/U/S N CL2 CA4 78 BGL 44 AJO A a oe/o/.os twn i F/Manan< I Goro | 1665 782250 659200 Hapke Luviiolt <100 LV F0 N-S AT GU/ 01/04 150 m u AU D N >125 cm F/S W N U-l/S N N S/1/A/S N CLVSL1 CA4/HE 79 DGL44A31 A w' 0X07/09 Fotf A Tedata Goro 1856 782250 B59600 Calcic VaHitolt <100 LV GD N-S LE// 05 >60 m 1 AU M C 80 cm c/cs NN M/S U U N/N/N/N N Ol? HE2 T 50 11 BGL44A32 Al N 07/07/09 Fatd a I ad eta Goro 1856 782250 660000 Endolapi-c Varotoit <100 LV G0 GUO C? /IO os >170 m 1 AU M N 80 cm N M W M/S U U N/NrfVN N GU HE BGL44A33 A\ | --------- ------- N 2SO6A79 Umutu 4 Abel a Goro 852 782250 EnCo/apLc Vortuo/t <100 LV F0 N-S LE// 3 120 m u AU O N >125 cm F/S N N LUS N N S/1/A/S N au HE 82 BGL44A34 AV A 2MJUO9 Aba-naml Matwan Goro 850 782250 Cekic Verb toll <100 LV GM N-S TLVd.l/ 001 04 >l00m u AU M N 60 cm N M N M/S N N S/1/WS N 8L1WL1 HE 63 84 BGL 44 A35 AV A 2Nt6'M ‘aaa A Tabeta Goro 644 782250 661200 Hapke Lumtolt <100 LV G 0 NE-5W LE# 05 >100 m u AU 0 F >125 cm F C/S B N N W/S U U fUN/N/N N CXVGU CA4 BGL 44 A36 AV . 26/06/09 |l Ja-rt iEbyaa Goro 837 782250 661600 HapLc Luvitoit <100 LV FG L N-S AT# 04 <100 m u AU 0 N >125 cm N FM N MAN N N S R/2/A/M N CL 4AU 2/UJ CA4/HE II -ndabA 85 BGL 44 A3 7 AV V 26/06/09 Goro 837 782250 662000 HtpLc Vortitolt <100 LV FG D NS LE// 05 >200 m u AU 0 N >125 cm V/S W-V N MAN N N S/1/A/S N CLJ CA4 66 BGL 44 A38 AV 28/06-09 idA adett Gero 1 833 782250 662400 Calcic Vtrotoia <100 LV GL NS LE// 05 150m u AU D V >125 cm V/C N N LLW U U N#UNUN N CL4AJU CA4.HE 87 BGL44A39 AV 28/06/09 la Uniat Abate Goro 1 643 782250 662800 Caioc Vorotolt <100 LV GD N-S LE// 04 50 m u AU 5 N >35 cm c/s N N MAN N N S/VA« N CL4/S4J CA4/HE et 3GL44A40 AV 2706/09 Goro 1 845 782250 * 563200 Cteoc Voroaoia <100 LV UU N-S L£// 06 >50 m Cl AU 0 N >125 cm A/C,S N W MAN N N S/2/WS N CU CA4 89 JGL44A4I AV 270609 Goro 1 838 782250 | 563600 CeJoc Vofbtait <100 LV GM NW-SE N/Tv’N 05 *50 m C BT/ S N 30 cm V/S N N u/s N N S/1/A/S N W.1/8U /CjM HE/CA4 90J E 1GL 44 A42 1 AW C 2806/09 f MaAA Xtven- Goro 1 529 822501 544000 1 Endo loptc Varos oil <100 LV GU L NW-SE N/N/N 05 150 m u CO/AL 0 N >125 cm LUCS LLW ” 1 LUR N N S/I//VS | N cu CA4 WWD1C In AitoUaUea wiM iCT Fa(*J Final FoMlbUlty Study RapoHFad tie! OemoaelK PetiuklK ol (thlopla MMlitry of W«tW ftttovtcvi »«a Mbthry Uu4v and Date* D«it<n of Bale Cadula Inlgatiott Prajert Roglon Oromla Zone Bala Agro-cllmatk tone Woyvnadega 1 /Uinrt 4.1! Oar. bait for *««•» H® ’ OettripUoa Sell Survey Mudy Giddula Irrigation Project Morphological Characlerllct of Auner Hola JL□Ji a1•-- J i u 5 -5 J I IX is lb dii Jl h lb 1 L5 Ji ii s h i __ 3 H J h 11 b JbM H 6 u ii JGL44A43 AM 28/06/09 F MalkA IManam 3orc i 813 822C0 164400 Caloe Varaoit <100 LV FG I NW-SE . N-S N/N/N 05 150 m u AU 0 N >125 cm QC S w N MAV N N N/N/N/N N cura CA4/HE W 92 9GL44A44 AVvi 2906/09 >«tur>a Abate Gor eo e782250 564800 Haptic Luviio'i <100 LV FD W-E ID/ 03 >70 m u AU D N >125 cm N N N M/S N N D1AJ/S N ■U2/CL4 CA4/HE A 93 DGL44A45 AV V 2906/09 bianem tywa< Gor 794 782250 065200 Hapiic Variole <100 LV 0L N-S LD/ 05 100 u AU 0 N >125 cm N FM N M.S N N 5/WR/S N CL4TL2 /GU CA4/HE M 0G144A46 AV V 0907/09 tif A Tedate Gor 793 787250 1 665600 Ha pi k Verioli <100 LV FD W-E LD/ OS >IOOm u AU 0 V >125 cm V/C 5 N N MS U U N/N/N/N N CLSO12 CA4/HE2 95 BGL44A47 Al 1 ZMah A FA>a<mm Gor m? 782250 666300 HapHc VeT tola <100 LV FG L W-E AT// 05 150 rr 1 AU □ N >125 cm C/S 0/C MW N w/w N N S.B/2/A/S N Ct«/Gt1 CA4/NE 96 BGL44A48 A /V 11/07/09 M A Abate Gora 176S 782250 666400 Caiae Varaoii <100 IV FC N-SE LD/ 03 '80 m u AU 0 — - t1 N >125 cm F/S N N AVS N N 5/l/U/S N HE/CA4 97 BGL44A49 A W 11107109 Ueauna A Abate Got 1756 782250 666800 Ca'dc Variola <100 LV F/G C WE LD/ 03/04 '100m u AU 0 N >125 cm N N N M/S N N S/i/U/S N CL4 113 HECA4 OS BGL 44 A50 A Fail 4 W 1107/09 Tidal a Gor 1752 782250 667200 Caloc VorkioH <100 LV FC S-N LD/ 03 150 m u AU D N >125 cm N M W M/S U N N/N/N/N N CL4 CA4 99 DQL44A51 A W 11/07/09 CndaAA F/Manarr Goto 174# 782230 667600 Calcic VeTaoli <100 LV F W-E, NW-SE AT// 03/04 150 m u AU 0 N >125 cm N W N M/S N N SR/2/A/M N CL4/3U CA4/HE 100 0GL44A52 A W 11/07/09 fndtAl F/Ma'bm Got 1738 782250. 663000 CMoc Verioli <100 IV F J W-E , NW-SE IE,AT// 03 150 m u AU D N >125 cm N FM N M/S N N S R/1/A/M N BUXlS MEXA4 101 BGL44A53 <W 11/07/09 0a«4 A Etyai Go>o 1739 782250 066400 Sod>Caioc Vartiioh <100 IV F W-E LD/ 03 <150m u AU 0 N >125 cm N M N M/S N N S.R/1/A/S N CL4/SJ.7 /■a HDCA4 102 BGL 44 AM KW 13/07/09 Ot*d A E*yee Gor 1734 782250 668800 Maple LuvuoU <100 IV FG D N-S AT// 03 <2C0m u AU D N >125 cm N FM N M/S N N &/1/A/S N CL VOL? 'N 2 CA4A‘E 103 HOL 44 ASS AW 13/07/09 Cndakl F /Manat* Got 1729 782250 669200 Hapke Lwnoii <100 LV F v§; nvj.se D . SW-NE at// 04 >200m C AU D N >125 cm N M-W N ww N N S R/2/A/S.M N CL4TU CA4/HE 104 BGL44AS6 AW 13/07/09 Utkina A Ab eat Gor 1723 782250 669600 Maple Vareoli <100 LV F L N-SE LD/ 03 >70 m u AU D N >125 cm N N N M/S N N S/1/U/S N $a HE 10! BGL 44 A57 AW 13/07RJ9 Faal A Tadaaa Gor 1716 782250 670000 Calcic Ver toil <100 LV F D NW-E LD/ 04 >60 m u AU D VF >125cm VF/C M W M/S V U S/1/A/S N »a ME 10C 101 0GL44ASB AW 14/07/09 Oa— 6 Ekyat Got 1711 782250 670400 Calcic VerioIi <100 LV F L NW-SE LD/ 03 <150 m u AU 0 N >125 cm V/S FM N M/S N N S/1/A/S N CL4TJJ /$l 2 HE/CA4 BGL 44 AS9 AW 14/07/09 Ena eBA F/Ma'ia** Gor 1701 782250 670650 Calcic Variiioii <100 LV FG 0 NW-SE ATM 04 150 m u AU 0 N >125 cm F/S MW N WV.' N N S.R/VA/S N CLVSU CA4/HE tot DGL44A6C AW 15/07/09 EnaeitA F/Marta/* Gor 1692 762250 671200 Cakx Verticil <100 LV F I W-E LD/ 03 150m u AU D N >125 cm N N N M/S N N s/i/u/s N ci Ana HE/CA4 101 BGL44A61 AW 15/07 AN Fan A Tadaee Gore 10 9C 782250 671600 Cakuc Ver toll <100 LV F □ NW-SE LE// 03 >50 m Ul COAL 0 VF >125 cm VF/C M W AL'S U U N/N/N/N N CL4/SL3 CA4/ME 111 BGL44A62 AW 15/07/09 Feel A Ya4rte Gore 1680 762750 672000 Caioc Ver toil <100 LV F D NW-SE LD/ 04 >80 m u AU D vr >125 cm VF/C M W M/S U u N/N/N/N N CLSH1L2 CA4/HE2 11 BGL 44 A63 AW 1607/09 EnaattA r/Vaiam Gore 1677 782250 572400 SoT-Ct'oc Vortidi <100 LV FG 0 NW-SE ATM 05 150m u AU D N >125 cm F/S W N MW N N S P/2/A/S N M 2/CL4 CA4/HE 111 BGL 44 AB4 AW 16/07 AN FnettA FJVatia** Gor 1671 762250 672800 Hapbc Luvliob <100 IV FG D N-S ATM 04 150 m u AU D N >125 cm V/S M-V N MW N N S R/2/A/S N CL4/SL2 CA4/ME 111 BGL 44 a65 AW 16.07/09 Dew« A Ekyat Gor 165C 762250 673200 Sod-Calcic Ver toll <100 LV F L NW SE LD/ 03 <120 rr u AU 0 N >125 cm v/sc FM N M/S N N S/1//VS N 3L2/DU IZU CA4/HE 114 a BGL 4$ A26 AW 7006.09 *Tc^aa Ger IM1 7e2000 657600 Hapke Variola <100 LV FG L N-S ATM 04/0 <100rr u AU 0 N >125 cm V/S F N w/w N N S TV2/A/M N ttrcmj SR/HDCA4 11! DGL4SA27 AW 30.O6.O9 Oe—1 A Evyea Gor 1859 762000 658000 Caiac Variola <100 LV F L N-S LD/ 02 <200 rr u AU D N >125 cm N FM N M/S N N S/VA/S N CL4/WJ /AO CA4/HE lie BGL 45 A2B AW 0307/09 EMan 4 t n/t'ia'* Gore 1855 762000 658400 Calcic VoTioli <100 LV F 0 N-S LD/ 03 » 100 rr u AU D N >125 cm N N N M/S N N S/I/U/S N CL2 CA4 117 OGL 45 A29 AW’ 030709 EMit t FSManar* Gore 1662 782000 658800 Calcic Vorliioli <100 LV F 0 N-S LD/ 03 150 m u AU 0 N >125 cm F/S N N M/S N N S/I/U/S N CL4 CA4/HE 11B BGL 45 A30 AW 03,0709 Feta A Tedaaa Gore 1858 762000 659230 Calcic Verioli <100 LV G D N-S LD/ OS >100" 1 AU D C >125 cm OS 0 M W M/S U U N/N/N/N N CLSAK2 CA4/ME 119 BGL 45 A31 AW 03.07/09 Faal A Tadeaa Gero I8SC 782000 659600 Calcic Vor »oii <100 LV G D N-S LD/ 05 >100n u AU M VF 60 cm VF/C S N N M/S U u N/N/N/N N G12 HE2 120 BGL 45 A32 AW 070709 FaUA Tadaia Gero 1646 782000 660300 Calcic Veridt <100 LV G 0 N-SE LD/ 05 >100 n 1 AU D 1 VF >125 cm VF/CS MW M/S u u N/N/N/N U CVMGL7 CA4 J VWVDH f* AMOdatton with ICT Pace 4 Final FtaaibUlty Study ReportFadnal Damoo.tk Republic ol (thlapla- MUliiry o/ Waler Raamircei f eailbllty Study end D.taU De»<n ■»> Gadula UiQalion Projart Region Oronua Zona Bale Agro<llmatic aono Weyonadaga Annas 4.1 ; Oata bate for Auger Hale Daicripllon >•11 Survey Study Balo Gaddula Irrigation Project Morophologlcal Characteratlca of Augar Holo Q 1 1 i 1 1 h .5 1 7 5 s u- • 6 J s Hi 1 .1 1.H 1}I X H, it k iLSL H ,1k L .£ E 1 1 2 h H JlL 1 b £JL Xsr .joJL * ?2 ov 1 ll -s-i. B _ Jilgl& H ■XX — p AW 25X56X59 MaSUTM a Abate Gore 1852 782000 £60400 Sod»-Cbtoc Vartitofi 1 <100 LV F 0 N-S LE// 03 >125 m u AL/ 0 N >125 cm N NN M/S N N S/l/A/S N CL4 HE/CA4 pni AS A14 AW 2UXX73 Abamam 4 Goro 1847 782000 660800 Hapic Luviiole <100 LV F M W-E LEX 02 >200 m u Ab' 0 N >125 cm V/S B M N M.S N N S/1/R/S N CUAX1 CA4/NE AW 2V06A79 Feed 4 Tadaaa Goro 1840 782000 661200 Sotfr-CMoc Vertaofe <100 LV G D N-S LE// 05 >100m u AU 0 F >125 cm F C/S 0 N N w/s U U NX4/NX4 N CUAJU CA4/HE pn AS AV , AW 2CAX/W Goro 1833 782000 661800 Hapke Vartiaoli <100 LV FG L N-S AT// 03X54 <l50m u AU 0 N >125 cm V/S FM N IWW N N S R/2/A/M N CLVRO CA4/HE pat AS A37 AW 26X56X59 EncaAX FAXana^ Goro 1830 782000 662000 Hapke VariNOla <100 LU F D N-S LEX 04 >200 m u AU’ 0 N >125 cm V/S W N MW N N N/N/N/N N cu CA4 nm as av AW 2RAXLW Foal 4 TaOata Goro 1828 782000 682400 Calcic Vcrtoola <100 LV G 0 N-S LEX 05 >100m u AU 0 N >125 cm N W W M/S U U N/N/N/N N CL4 CA4 toy fu~.l AS ASQ AW 28X56X59 Uuual Aba). Go'o 1877 782000 662800 C aloe Verb tod <100 LV F 0 N-S LEX 03 >93 m u AU 0 N >125 cm C/S N N M/S N N S/l/A/S N CLV8L2 CA4/HE t?B BGL 44 A40 AW 27X56X59 Abarham* kafuCar Gore 1821 782000 663200 Sod-Caloc Vartliolt <100 LV G M N-S LEX 05 >100 rn u AU 0 N >125 cm u/s M W M/S N N S/l/A/S N CU CA4 l?0 BGL 45 A41 AW 27X56X59 Aberhamt kaajoa-i GOTO 1825 782000 663600 Sodl-Caioc Vert loll <100 LV C M N-S LE// 04 >200 m u AU D N >125 cm F/S W W U/S N N S/t/A/S N CU CA4 131) BGL 45 A42 AW 26.O6X79 Doau. FAX ana rr Gore 1872 782000 664000 SoA-Cekk Vert tola <100 LV G L N-S NW-SE Hfl 05 150m u AU 0 N >125 cm C/CS IWW N M-W N N N/N/7VN N cu CA4 131 BGL 45 A43 AW 28X56X79 Cn<U> 4 F/Manam Goro 1811 782000 664400 Sodi-CaUx Ve/lia ola <100 LV F 0 NW-SE ATX 03 150 m u AU D N >125 cm V/S w-v N M/S N N SR/l/A/5 N CL4/8U CA4/HE 132 BGL 45 A44 AW ’9X76XW Meaunal Abate Gore 1803 762000 664800 Sod-Calac Vert toll <100 LV F D W-E LE// 03 >90 m u AU 0 N >125 cm F/S N N M/S N N S/1AJ/S N CL4/8U CA4/HE 133 BGL 45A45 AW 29XXZ59 Abarhain* CaluCa' Goro 1793 762000 665200 Hapke VertiaoU <100 LV F L NS LEX 02/03 200 m u AU M N 60 cm N M N M/S N N S/1XJ/S N Q.4/OL3 CA4/HE 134 DGL45 A46 AA 09X57X79 Fa*4 a Tec at. Goro 1790 781979 665600 H»pi< VerutoU <100 LV F D W-E LE// 03 >100 m u AU O VF >125 cm VF/C M W M/S □ U N/N/N/N N CL4/OU CA4/HE2 13$ BGL 45 A47 AW 08X57/09 £ Malt I F*4arw»n Goro 1172 781988 668000 Hapke VariiaUi <100 LV FG D W-E ATX 05 150m u AU 0 N >100 cm f/sx: W N MWV N N S/t/A/3 N CL4/8U XM.1 CAVHE 138 BGL 45 Ml AW 17)07/09 MaAuna a A«»ta Goro 1768 782000 666400 Uofl< Variitolt <100 LV F 9 N-S LE// 03 >100m u AU D N >125 cm N N N N N S/1/U/5 N CL4^U HEX: A 4 137 □ Gl 45 A49 AW 11X57X79 Uaa^na a Ah ii. Goro 1759 792000 C6C800 Caioc Veriltola <100 LV F 0 N-SE LE// 03 >120m u AU 0 F >125 cm F/S N N M/S N N S/1AXS N 8U HE 131 139 BGL 45 ASO AW 11X57X79 FaM AT data Goro 1753 782000 667200 Cakx Vart. toll <100 LV F 3 S-N LE// 04 >100 m u AU 0 VF >125 cm VF/CS M W M/S U U N/S/NJS N CL4 CA4 □GL45A51 AW 11X57X59 FaaU Ta4e». Goro 1751 782000 667600 Caloe Verttolt <100 LV F 3 N-S LE// 03 >100m u AU M VF 70 cm VF/C.S M w M/S U U K/N/N/N N OU HE HO BGL 45 A52 AW 11X17/09 0r«- SEWat Gero 1732 782000 6LS000 Caick Vartsoil <100 IV F N-S N/N/N 03 >180 m u AU D N >125 cm FM N M/S N N S/t/A/S N CU/8U /8L1 hex:a4 141 BGL 45 A53 AA 11/07X59 D»~4 L Etfii Goro 1735 782000 668400 Cakic Vertaoli <100 LV FG W-E HZH/N 01/04 <120 m uc AU 0 N >125 cm N M N M/S N N ST2/AA1 N CU/OU XU HE/CA4 142 BGL 45 A54 AW 13X57X79 De*« a fur»« Goro 1732 782000 668800 Calcic Vertaoft <100 LV FG NSE ATX 01-04 <50 m WC AU 0 N >125 cm N FM N MW N N S R/2/WM N CLM5U /SL1 CA4/HE 143 BGL 4$ A55 AW 1107)09 ■Ma/kX TA/anam Goro 1728 712000 689184 Sod-Cakx Varttoli <100 LV F NW-SE N-S ATX 33 150 m u AU 0 N >125 cm V/S M-W N M/S N N S R/1/A/S N CL4MU CA4/Ht 144 BGL 45 AM AA 13X17X59 MX. Abate Goro 1722 782000 889600 SorJt-Caloc Variucda <100 LV F N-SE LEX 03 >100 m u AU 0 N >125cm N N N U/S N N S/1AJ/3 N 8U HE 145 OGL 45A57 AW 13X57X59 >ua redata Goro 1718 782000 870000 Sodr-Calcic Variuoit <100 LV FC NW-E LEX 04 >00 m u AU M N 80 cm N W M M/S U U NN/N/N N tiU HE 140 BGL 45 AM AW 14X57X59 >a-e 4 C«ya( Goro 1708 782000 870400 So£-Caldc Variitoff <100 LV FO W-E N/N/N 03X54 < SCO m UC AU D N >125 cm V/S FM N u*w N N RS/2/1VM N CU/8U X3U HEX2A4 147 BGL 45 A59 AW 14X57X5'; Goro 1700 782000 670800 Sod-Caioc VertaoU <100 LV FG C S-N, W-E ATX 06 >100 m c AU' □ N >103 cm F/S M-W N M/W N N H S^//VM N CL 4X311 mu CA4/XE /•a r.a rf 14S DGL45A80 A7. 15X57X59 A* a l« G>o 694 782000 671200 Eotb-Caloc Vortioli <100 LV FL W-E LEX 03 >200 m u AU 0 N >125 cm N N N M/S N N 6/1AXS N cu CA4 149 BGL 45AB1 AW 15/07X59 aaM Ta«ete Ooro 883 781990 671800 HapAc Vartiofi <100 LV G0 NW-SE LE// 05 >80m 1 CO/AL s VF 60 cm VF C/S 0 N N tvs U U S/l/A/S N CAMJU CAAHr /HE2 150 BGL 45 A62 AA C 15X57X59 >•.* l£>yii 1 Goro 873 782000 •72000 Hapke Varirtcfa <100 LV FG L W-E N/N.'N 04 <90 m u,c AU D N >125cm N M N MW N N R S/2/A/M N gu/»u /•U HL/CA4 WWDSt l« AiaodaUoa with ICT Pa|aS final leaiMhy Study Report- Fader el Deraovatlc Rapublk of ttMople- Mmlatry of Water Reanurtai Ftatlblbty Study and OrtaU Ortlyn of Bek Gadula Irritation Fro|»rt Region Oro ml a Zona Bate Agro-cllmalle aona Wayanadoga Anno 4.1: «»••• *»••• ,or *•«•* M** Oox'lp’lo" ioll Survey Study Balo Gaddula Irrigation Projaet Morophofoglcal Characlaratlca of Auger Holt i W ?1 1 Q 1 I: h «/ W s 5 5 5 ! rf 3 J 5 d in b ?b ■* II 1* rifif ii 3 X* ST J. ’s 1 __ _ P h H l! I b ?5 H hi II ll J1 151 BGL 45 AM kW 16/07/09 MaM /Mana>r Goro 672 782000 672400 Hap/tc Veraioli <100 LV G 0 N-S AT// 05 >100 m uc AU 0 N >125 cm F/SB MA N M/W N N S R/1/A/S M N CL4/6L2 CA4/ME 15? BGL 45 AM kA 16/0 7 AH .nda'at /Manar Goro W9 782000 672130 Hiplc Vertiioli <100 LV FG D N-S AT// 04/05 150m uc AU D N >125 cm V/S W N M/VJ N N SR/1/AZS N CU CA4 153 BGL45A65 AW 16/07/09 ?wrl 4 Ebyat Goro 661 7B2OOO 673200 MoBc Vertaoii <100 LV FG L NW-SE LEW 0304 '90 m u AU 0 N >125 cm N M N .M/W N N R S/2/A/M N OJ/BU /BL2 CA4/HE 154 BGL 45 At 6 AW 16/07/09 »e*vria 4 A*a1t Gora 1657 7B2OOO 073630 MoKc VartnUi <100 LV F L| N-S LE// 03 150 m u AU D N >125 cm N N N M'S N N S/1AJ/S N CU CA4 15$ BGL 45 A67 AW 16/07.-09 Fail l Tedeta Goro 1654 762000 674000 MoWcVerUoU <100 LV F D N-S LE// 03 >100 m u AU O VF >125 cm VF/C M W M/S U U S/1/A/S N 9L1/S HE/SR 150 BGL 45 A68 AW 16/07/09 Fatl 8 Tad eat Goro 1647 782000 674400 Calcic Varttoh <100 LV F D NW-SE LE/J 03 >100m u AU D N >125 cm N M W M/S U U N/N/N/N N CL4 CA4 157 BGL45A69 AW 16/07/09 A/trnul TlaAun Gora 1637 782000 674800 Catoc Va Ai> »la <100 LP F L W-E LE// 04 >250 m u AU0T 0 N >125 cm N W W M/V/ N N S/1/R/S N CU CA4 155 DGL46A27 AW 33OGT9 Or-1 4 Ekyat Goro 1657 781750 658OOC Calcic Vertiiclt <100 LV FG L NW-SE LE// 0304 <100 m u AU O N . >125cm F/S FM N M/S N N S.R/1/A/S N cij/eu /su CA4/HE 159 BGL 46 A28 AW 03/07/09 Matu'ia* Abate Goro 1652 781750 656400 Caloc Vartiioli <100 LV F 0 N-S LEA 03 >170 u AU D N >125 cm N N N M/S N N S/1/U/S N cu CA4 160 BGL 46 A29 AW Ualnj'rl 03/0 7/09 Aha It Gore 1860 781750 658800 SodpCiick Vort.io'i <100 LV F D N-S LEA 03 >100 m u AU 0 N >125 cm F/S N N M/S N N s/i/u/s N CL4 CA4 161 BGL 46 A30 AW 03/07/09 real a Tadeae Goro 1857 781750 659200 Sod.Calcic Ventoti <100 LV G D N-S LEA 05 >100m u AU D N >125 cm N M W M/S U U N/N/NM N CL4 CA4 162 DGL4C AJ1 018)7/09 Faa4 4 Tad eta Gora 1849 781750 659600 Sodi-Ca'oc Varinoli <100 LV G 0 N-S LEA 05 >80 m u AU D VF >125 cm VF/CS M W M/S u U N/N/N/N N CL4 CA4 163 BGL48A32 AW AW 07/07/09 FeU & Tadeaa Goro J846 781750 56000C SoACakx Vartiidi <100 LV F D N-SE LE// 04 >100 m u AU M VF VF/C S M w M/S u u N/N/Nrii N Cl * CA4 164 BGL 46 A33 AW 25-06/09 IMahuriat Abate Gora 1852 781750 SotS-Catdc Verb toll <100 LV F D N-S LE// 03 70 m u AU D N >125 cm F/S N N M/S N N S/1/R/S N CIVIU HE/CA4 IBS BGL 46 A34 AW 26.06/09 Aba'MT'S KJaa^ar | Gora 1840 781750 560400 660B0C HapU Vertiacli <100 LV FG M WE LE// 04 >100m u AU O N >125 cm V/S M N M.S N N S/1/R/S N cu CA4 160 BGL 45 ASS AW | 26AWO9 Fatl a Ta art a Gora 1837 781750 661200 MoBc VertiaoU <100 LV G 0 NW-SE LE// 05 >63 m u AU D F >125 cm F/UC S M W W/S U U N/N/N/N N CUA3U CA4/HE 167 OGL 46 A3C AW 26.OGO9 O»w< B El/yat Goro 1829 781750 681600 Molic Varbiola <100 LV F L N-S LE// 03 <200 m u AU O N >125 cm V/S FM N M/S N N S.R/1/A^ N CU1BU3U CA4/NE 165 BGL 46 A31 AW 26.-0G.O9 EndaAA F/Uartam 781750 681976 Mode Vartiioli <103 LV F 0 N-S LE// 01-04 >200 m u AU D N >125 cm N W N M/S N N N/N/N/N N CU CA4 189 BGL 4C A3! AW 2 B.06.09 Fail a Ta data Goro Goro 1625 1618 781750 662400 Mode Vartiioli <100 LV G D N-S LE// 04 >100 m u AL/ D N >125 cm N w W M/S U U N/N/N/N N CL4 CA4 17C BGL 46 ASS AW 2606/09 Uekvita Abate Goro 1819 761750 662800 MoC< Veriitoli <100 LV F D N-S LEA 03 >100 m u AU 0 N >125 cm N N N M/S N N S/I/U/S N CU CA4 171 BGL 46 A4C AW 27/06/09 Abacar* Ma»>dan Goro 1817 781750 663200 MoMc Vaniioli <100 LV F M N-S LE// 03 >200 m u AU O N >125 cm N W W M/S N N S/1/A/S N cu CA4 17? BGL 46A41 AW 27/0609 Abartiam UaMdan 4---------------- Goro 1818 781750 663600 Catac Vartiioli <100 LV F L N-S LE// 03 >100 m u AU 0 N >125 cm N w W M/S N N RS/2 1/A/S N cu CA4 173 BGL 46 A4J AW EnaeA a 260609 F/Mariar Goro 1816 751750 664000 Calcic Virtu oil <100 LV FG L N-S N/N/N 05 150 m u AU D N >125 cm V/S w N M/W N N S/1/A/S N CU GA4 174 BGL46A43 AW 260609 Endar* a F/Menam Goro 1810 781750 664400 Cafe* Varbaoli <100 LV F 0 NW-SE AT. LU/ 02 >200 m u AU 0 N >125 cm c/s ‘‘M-Vt N M/S N N S/1/A/S N cuw CA4/HE 175 BGL 46 A44 AW 2U0609 Uatvnst Ah ala Goro 1844 781750 664830 Calcic Vcrtiioli <100 LV F O N-S LE// 03 >100 m u AU 0 N >125 cm F/S N N M/S N N s/i/u/s N CL4 CA4/HE 176 BGL 46 A45 AW 290609 Akar* am lta*t>dan Goro 1794 781750 665200 Sccfc Calcac VortnoH <100 LV F L N-S LE// 02 200 m u AU V N 80 cm C/S B N M/S N N s/t/u/s N SUXJU /CIS CA4/HE in BGL 48 A46 AW 0*07/09 Fata a Teana Goro 1765 781750 €65600 Sod. Calcic Vortiioli <100 LV F D W-E LE// 03 >100 m u AU M VF 80 cm VF/C.S N N M/S U U N/N/N/N N C4JA3U CA4/HE2 178 BGL 46 A47 AW 08/07/09 Endea a rnjanam Goro 1773 781750 666000 Sorb Calcic Varbicla <100 LV FG D NE-SW, W-E AT// 05 150m 1 AU 0 V >125 cm C/S 8 M N kVA' N N S R/2/A/S M N 5U/CL5 CA4/HE 179 BGL 40 A48 AW OSO 7.09 Di«r a Abt Mm Gora 1769 781750 665400 Hapke Vartioii <100 LV FG L NW-SE N/Nj'N 04/05 >100 m u AU 0 F >125 cm C.F/S B FM N W/W N N A.W/AAi N O1L2 HE/CA4 183 OGL 46 A49 AW 11/07/09 Mekunal Abate Goro 1758 781750 66680C Hapke Verticil <100 LV F D N-SE LE// 03 >80 m u AU D N >125 cm F/S N N M/S N N S/I/U/S N CL5/SU HE/CA4 WWDSL In Aiiodtlion with ICT final Feasibility Study ReportWWOlt !• Ai.od-Iion *CT ’•«' J rta.lr<MWblv lu-y Mapu< ,led ar al Oemocialk *tpubll< of ItMee'a- Minlitry of Water Raaourrai fallibility Study and Dat«no«|i(n of Bal* Gadula Itileatton Fiejart Megion Oromla Zone Dele Agro-climatlc lone Weyenedege Am** 4.1 Oaf* baae lof Aug** Hof* Descript*®" Soil Survey Study Dal* Gadduta krtgalion Project Morophologlcal Cherectentice of Auger Hole ■ s J. 1. Q1 L J I W £ 3 5 a J 1 iii h d h ) si at u 2 I- !6 .i? w E h H 0 JI h 1 ! ie’nlt. H »f n 211 DGL47A34 AW A 26W09 a berfam* •ud** Ger© 1 840 781500 660800 Mol c Vert, a da 1 <10C LV rm NW-SE LE// 03 >100 m u AT/ M N 100 cm F/SL N N MfS N N s/im/s N CL2A3L1 CA4/HE 212 BGL47A35 AW ■ill 26/06/09 adeaa Goro MS 781500 661200 Calcic Vortida <100 LV FD NW-SE LE// 02 >100 m u AL/ 0 M >125 cm M.MC S N N W/S U U WN'NIN N CLVOU CA4 213 BQL47 AM AW 26.0609 >■«* B Eryaa Goo 825 781500 661600 CnddopK Vertrioii <100 LV FL N-S LE// 03 >200 m u AL/ 0 N >125 cm F/S FM N M/S N! N S/1/A/S N CL2/BL-2 Z8L2 CA4 214 0GL47A37 AV 2CLO6.09 .Ml&l U|i*m Goro 826 781475 662000 Endolepi c VertreoH <100 LV FC N-S N/N/N 04 150 m u AU 0 N >125 cm 215 DGL 47 All AV V 2606/09 raws ledeia Go»0 1816 781500 862400 1 Endo4epirc Verbids <100 LV G N-S LE// 05 >100 m u AU 0 N >125 cm N N W w N W M/W M/S N! N UU N/N/N/N N/N/N.-N N N CU CL4 CA4 CA4 210 DGL47A39 AV V 260609 Meawial Abate Go«0 1816 781500. 662800 Celoc Voniaoia <100 LV F N-S LE// 03 100 u AU D N >125 cm F/S N N M/S N N S/IAJ/S N 0.4 CA4JHE 217 DGL 47 A40 AS Ab*rM" V 28AXVC9 4U*4*' Goro 1811 781500 663200 MoBrc Verbids *100 LV F N-S LE// 02 >200 m u AU 0 N >125 cm N W W M.S N N S/1//VS N CU CA4 210 DGL 47 A4||a\ N 27/0609 Abarra-^ RkaMzOan Goro 1864 761500 663600 Mome Verbids <100 LV F N-S LE// 02 >200 m u AU D N >125 cm N W W u/s N N S D/1/2/A/S N CU CA4 211 DGL47A42 A A 2«<»/OS» Treat a F/Ua tarn Goro 1814 781500 664000 MoUIc Verbaola <100 LV FG D NS NE-SW LE// 04 150m u AU D N >125 cm v/s W N M.W N N S/1/A/S N CO CA4 220 BGL47A43 A W1 2906/09 Endett r/Manam Goro 1810 781500 664400 MoKrc Venlioli <100 LV F D NW-SE AT// 04 150 m u AU D N >125 cm MOSH M-W N W.W N N S/1/A/S N OXX.1 CA4/HE 221 BGL47A44 A W 29.WO9 MabunaA At.ua Goro 1797 781500 664800 MoRc Vertiioit <100 LV F D N-S LU- 03 >80 m u AU D N >125 cm N N N M/S N N S1/A^ N CLMSU CA4/HE 222 BGL47A45 A W 29OGO9 Aberhbm AE pjva'a Go'o 1762 781500 665200 Moii«c Vert.icH <100 LV F L N-S LU/ 02 100m u AU D C >125 cm C/S.9 F-M N M/S N N S/1WS N CLVGL2 .-feJ CA4/HE 223 DGL47A40 A Metical W 0907/09 1 Abate Goro 1784 781500 665600 Mo<l>c Verb ioli <100 LV F 0 NSE LU/ 03 >80 m u AU O N >125 cm F/S N N M/S N N S/1AJ/S N CL4/SO CA4 224 BGL47A47 A W 08/07/09 Dawn I Abentam Goro 1773 781500 666000 Sod-Calcic Verbaola <100 LV FG L W-E N/N/N 03AM >80 m u AU D V >125 cm F.V/HS F N MW N N S R/2//VM N SL2rtnJ /CL4 HUCA4 22 DGL 47 A48 / W DM'/D9 Daw*. L Ar-rtan Goro CL4/9L2 1770 781500 666400 Ceioc Von. iol a <100 LV FG L NW-SE N/NjTM 03/04 >9C m Uekvnal Abala us AU D V >125 cm F/S FM N /JW N N R.S/2/A/M N CA4/HE 221 22_ 22 DGL 47 A49 W 11/07/09 Goro 1702 781500 666800 Endoleptc Vennola <100 LV F 0 N-SE LU/ 03 >9C m AU D N >125 cm N N N M/S N N S/l/U/S N 6U HE BGL47A50 <W 11/07/09 TflJ A Teflaaa Goro 1753 7815OC 667200 Enddept c Vertnda <100 LV G 0 SN LU/ 05 W >100 m u AU D F >125 cm F/C.S M W M/S U U N/N/N/N N CLSTGO CA4/HE2 DGL 47 AS 1 W 11/07709 Fail A Taeaaa Goro 1754 ^7815OC 667600 Ceioc Vert noli <100 LV 0 D NW-SE LU/ 05 >100 m 1 AU 0 VF >125 cm VF/C.S M W M'S U u N/N/N/N N 04 CA4 » OGL47AS2 SW 11/07/09 Daw* a Cbyaa Goro 175C 781SOC 668000 Mdbc VerbaoH <100 LV FG L WE N/N/N 01-04 <90 m u AU D N >125 cm . F/S M N w/w N N RS/1/A/S N 0180. BL2 HUCA4 23 □GL47AS3 W 11/07/09 Ovmi A C»r»« Goro 1731 7815OC 6684 00 MoIbcVerbaoia <100 LV F L W-E N'N.’N 03 <100 m u AU O N >125 cm N N N w/w N N S/1/A/S N O1WJ -nu HE/CA4 23 0GL47AS4 kA 1107/09 Eneaa I F/tAarlan Goro 1733 7815CC 668800 MoOrc VerbaoH <100 LV FG 0 SW-NE LE.AT/Z 04 150 m u AU O N >125 cm F/C.S 2 r- w N M/W N N S FV2/A/S M N O1CL1 CA4/HE 21 23 BGL47A55 kW 1107/09 Free* A FMartam Goro 172! 7815OC 669200 Mdic Verbids <100 LV FG D S-N SW-NE N/N/N 05 150 m u AU D N >125 cm C/WC w N M/W N N IV2/AA/ N CU CA4 DGL47A56 A Ma*i»a* SV 1107/09 Abate Goro 172C 7815OC 669600 Sod. -Caleac VertiaoH <100 LV F L W-E LU/ 03 >100m u AU D N >125 cm N N N M/S N N S/l/U/S N C12 CA4 234 BGL47A57 A SV 130709 Fail A Taeaaa Goro 170B 7815OC 670000 Sodt-Caloc Verbids <100 LV G 0 S-N LU/ 05 >100 m u AU M VT 100 cm VF/CS M W M/W U U S1/A/S N 5U HE 735 DGL 47 A5< A A 140709 Dvn« A Ebyai GO'O 1706 781500 G70400 Molirc Verbaola <100 LV FG L W-E N/N/N 04 <80 m c AU D N >125 cm N M N W/W N N R S/2/A/M N 6U/DU HE 230 DGL47A56 A SV 140709 Endab A F/Varlam Goro 1700 781500 670800 Sod. Coldc Verbaola <100 LV G D NW-SE , SN AT// 05 >l00n c AU M N >80 cm V/S M-S\ N M.W N N R^/AA/ N GLirsu /CL5 CA4A<t 237 BGL47A50 A SV 1*0709 MetunaA Abac Goro 1693 781500 671200 Endolopiic Verxaoli <100 LV F L W-E LU/ 03 >100 m u AU O N >125 cm N N N M'S N N S/1AJZS N SL2/CL4 CA4/HE 230 BGL47AB1 A SV 1107/09 Faaa i Tedeta Goro 1683 781500 67)600 Endolcpirc Venn oli <100 LV G D SN LU/ 05 >100 m 1 CO/Al D F >125 cm FC^B M W M/S UU N/N/N.N N 04 CA4 236 0GL47A62 A A/ 150709 DaaM A Elya. Goro 16C1 781500 672000 Endolop t>c Vortiaola <100 LV F L NW-SE LUN/N 03 <150 m u AU N >125 cm N M N M/S N N S/1/A/S N 04/80 /BU HEALA4 240 |D*w«* DGL 47 A03lA V| 1SO7O9 ]Eby*a | Goro 1650 1 781500 672400 Calcic Von a di <100 LV F L W-E LUN/N 03 <120 m u AU tz N >125 cm N FM N M-'S N N R SHIMS N CU/SL2 HE/CA4 WWDSl In Aiaoaadoa with ICT PateS Final Fallibility Study ReportBilt Giddula Irrigation Project Morophologtcol CharactoroUca of Auger HoloTedoral Demao elk Republic of Ciblepla- MlnUfry of Water Reiouicct feeiibntty Study and Detail O«ll<n of Ba'a Cadula Irrigation Prefer! Ragion Ore ml* Zone Balo Agro-cHmatlc lone Wayunadegi Anne* 4.1: Data beta for Au|er Hole Datolpilon Soil Jurvay Study Bale Gaddula Irrigation Project Morophologlcal CharacteraUca of Auger Holo o J 5 fl « Q 1 1 1 1 5 5 5 5 O g 1 u J 1 5 fl iH h i1 |1 h H n H 5 n Xu h l!‘ nu— b 10 W QU d 1 }» la a III H II p 271 BGL48A52 M 0 11/07/09 r*< Ebyil GVO 748 781250 668000 Matte Veniioli <100 LV FG L W-E N/N/N 04/05 <80 ro u AL/ D N >125 cm cv/so M N W"W N N R S/7/A/M N CL2/DL2 mu HE/CA4 272 BGL 48 ASS KW 110709 >w-n a Etyat Goro 739 761250 668400 Mole Veniioli <100 IV FG W-E N/N/N C4/05 <60 m u AL' 0N >125 cm FC/BS M N w/w N N R S/2/A/M N CL2/BU /BL2 HE/CA4 273 DGL48 A54 AW 13/07/09 Matti AAanam Gero 735 781260 666800 MolUc Veniioli <103 LV F N-S AT.LE/Z 03 >200 m u AL/ 0 N >125 cm C/M C M-W N ws N N N/N/N/N N CL4/GL1 mu CA4/ME 274 BGL 48 ASS AA 13/07/09 rnAanan Gore 1729 781250 669200 Mt*< Vennoii <100 LV F D S N.N-S LE// 034)4 >100 m V AU 0 N >125 cm V,C/0 S WN MTS N N S/1/A/S N cu CA4 275 BGL 48 A56 AW 13/07/99 Mrlunai Attta Goro 1717 781250 669600 Mo«>c Veroiolt <100 LV F L N-SE LE// 03 >120 m u AU 0 N >125 cm N N N M/S N N S/f/U/S N CL4/BU HE/CA4 276 BGL 48 AS? AW] 13/07/09 FeeA 4 Tadeta Corn 1716 781250 67000C MoRa: Vertnols <100 LV 0 0 S-N LE// 05 >100 m u AU 0 VF >125 cm VF/C.S M W Mi'S U U S/l/A/S N cismn CA4/ME 277 BGl 48 AM AW 14/07/09 Dr* REPyai Goro 1709 781250 670400 MoR«VtHiao1« <100 IV FG L S-N N/N/N 03/04 <100m u AU 0 N >125 cm F FM N wrw N N R S/2/A/M N R2/T1U HE 276 0GL48A59 AW 14.07/09 Entail* F/Wartam Goro 1705 781250 670600 Catoc Vdliioh <100 iv FG 0 SW-NE AT// 05 >230 m u AU D N >125 cm F/S W N MW N N 5.R/1/A/S N CUAJL1 /8U CA4/HE 271 DGL 48 A50 AW 1V07/09 Metwal Abaft Goro 1700 781250 671200 CoiocVertlioii <100 LV F I N-SE IE// 03 150 m u AU 0 N >125 cm F/8 N N M/S N N S/1/U/8 N cumu ME/CA4 280 BGl 46 A81 AW 15/07/09 FaiM Tadete Goro 1693 781250 671600 Endo«op« Vertioli <100 IV G D S-N LE// 05 >!00m u AU 0 VF >125 cm VF/C.S M W M/S U U N/N/N/N N Cl 4 CM 261 BGL 48 A62 AW 1S/O7/O9 Or—’ * Ekyai Goro 781250 672000 Ca'oc Vtrtitoh <100 LV F L W-E N/N/N 03 <!40m u AU 0 N >125 cm N M N M/S N N S/’/A/S N CL4AM.2 mi2 CA4/HE 262 BGL 48 A63 AW 15/07/09 Oawt AEbyaa Goro 1682 1676 781250 672400 Ca’oc Verlioli -100 LV ra I S-N IE// 03/04 <90 m u AU D N >125 cm F/S FM N W/W N N R,S^/A/M N bu/du /cu HE/CA4 283 BGL 48 AM AW 16/07*09 Endafcl F /Mat ia .t Goro 1684 761250 672800 Ca’oc VdfltoH <100 LV TG L iW-NE NW-S AT// 05 >100m IC AU D N >125 cm N M-W N MAY N N SR^//VS N Rumu /CL4 CA4/HE 284 BGL 48 ASS AW 1BOTAI9 Or—’ * Etyat Goro 1652 781250 673200 MoM»c Verbi oh <100 LV FG I SW-NE N/N/N 04/05 <80 m Cl AU 0 N >125 cm V.F/S.C FM N W/R N N R.S^/AJM N cu/nu mu CA4/ME 28! BGL 45 AM AW 16.97/09 Valirot Abate Goro 1644 781250 673600 Melic Vartnoli <100 LV F/G I NW-SE LE// 0VO4 >100 m u AU 0 N >125 cm F/S F N M/S N N S/1/U/S N cismu CA4/HE :m BGL 48 A8- AW 16/D?.O» Fat* L Taeatt Goro 1640 781250 674000 Mol’.c Veniioli <100 LV G D N-S IE// 05 >100 rt u AU 0 VF >125 cm VF/C.S N N M/S U U Y/Fi/N/N N CL4 CA4 28 2 81 28 BGL 48 A6( AW 16/07/09 Fail i Tedna Goro 1536 781250 674400 MotX Verb 1 oh <100 LV G D NW-SE GL/C Ci 75 05 >100 m C WE/AL V M 15 cm m.os.0 N N S/R U u R/1/A/M N ■ UMA4 /CL5 HE2/CA4 0GL4BA5 AW 16.07/09 **e—v L T>a>v" Goro 1629 781250 674800 Mo*c Vertiioh <100 IP F L N-S LE// 04 >250 m u AU8T 0 N >125 cm F/S W W M/W N N S/1/R/S N CU CA4 0G148A7C AW 17/07/09 Goro 1635 781250 675200 Motbc Verbi on <100 LV F L WE LE// 03 150 m u AU 0 N >125 cm F/S N N M/5 N N S/1AJ/S N CU CA4 2SK BGL48 A? AW 16*07/09 Mrtuna* Abafa Met--al Abol Goro 1630 781250 675600 Caloc Votioh <100 LV F L WE LU/ 03 >100m u AU 0 N >125 cm N N N M/S N N SH/U/5 N CL4/SU CA4/HE 79 BGL4BA77 17/O7A79 Goro 1618 781250 676000 Catoc VertnoH <100 LV FG L W-E N/N/N 04 <100 m Ul AU 0 N >125 cm N M N W/W N N R SA/VM N CL4«U mu HE/CA4 29. BGL 48 A7J _ AW AW 17/07/09 D—< I Ebyet EntU't * F/Ma>>«-> - Goro 1616 781250 676400 Sodi-Caidc Verticil <100 LV FG D N-S AT// 05 <100m C AU D N >125 cm F/S B M-W N MTA N N R.GO/A/M V N CL4/Ol*m Ca47hC /SR 29J 2W 2M BGL 48 AM BGL 49 A37 AW AW ' 2606/09 Oew« 4 Eryai Goro 1827 781000 661600 Endoleptc Veniioli <100 LV F L N-S AUZ 03 <30 m u AU 0 N >125 cm F/B F N M/A' N N SR/1/A'S N CLM2 mu CA4/ME 26.06/09 1 neat * r/Mala-n Goro 1822 781000 662000 Endolepbc Veniioli <100 LV F D NW-SE LU/ 03/04 150 m u AU D N F/S 0 M-W N W/S N N S/1/A/S N cu CA4 BGL 49 A38 AW 260609 Fail a Tadeaa Goro 1818 781000 662400 Endo<ept»c Vortlich <100 LV F 0 NW-E LU/ 03 >IOOm u AU D N >125 cm N N N M/S U U N/N^4/N N • SR 296 BGl 49 A39 AW 780609 UHJJI Aba it Goro 1809 781OOG 662800 Caicc Veniioli <100 LV F 0 N-S LE// 03 >80 m u AU D N N N N M/S N N S/1AJ/S N cu CA4/HE 297 BGL 49 A40 AW 230609 Vh™ Goro 1805 781000 663200 Mottc Vertnoli <100 IV FG L NW-SE AT// 04 <230m u AU D N >125 cm N W N M/S N N G/S/1/A/S N cumu mu CA4/HE 298 BGL 49 A41 AW 26O&O9 Da—: a E*»a» 2 Goro 1612 781000 663500 MoBic Vortiich <100 LV FG L NS AT// 0304 <400 m u AU 0 V -------- --------- C/SR — FM N M/W N N S R/1/A/S N cumu mu CA4/HE 299 BGL 49 A42 AW 290609 fndatt I F/Ma-ia- Goro 1810 781OOC 664000 Mollie Verotoh <100 LV F 0 N-S . NE-SW AT// 03/04 tiura.1 a ■so m 1 AU D N >125 cm C F/C SB M-W N M.S N N SFV2/A/S N CLVGk’m CA4/HE 300 BGL 49 A43 AW 290609 Goro lew - 78IOOO 664400 M ol.'l c Verb toll <100 IV Fo NW-SE 1 AT// 04 ’50 m u AU D N >125 cm M C/S.B M-W N M/S N N S/1/A/S N CL4X3L1 CA4/ME | WWDSE in Aatodation with ICT ’i(»10 Final Fallibility Study ReportI«d«ril DrmpcraUc RtpubUc ol IthtopU- MknliUy of Wat« Rnauicci UaifcllitY Study DrtaU Dull" al Balt Gadula lni<aUon Pfo^ect Region Oromla Zona Balo Agro-climaUe aone Weyenadcga Anna! 4.1: Data ban for Au ar Ho la Datolptlon ( Sall Survey Study Balo Gaddula Irrigation Project Morophologlcal Chanctonflci ol Augor Holo e i 11 rO I < i J h < 3 .5 •V X □ 2 i i 4 J .1 illiZ Li iL .iL Ik 1 1.1 iL 3 S2 JUL k aS - 1 11 1 _ J1LX h 1 1gw 1 h B hl wne ll h 30 BGL4C A44 M 29/06/09 Foul 1ta<*4 Goa 1794 78100 0 664IOC Moke Vamtola <100 IV F D NWSE LO 03 >100m u AL/ □ VF >125 cm VF/C N N M/S u u N/N/N/N N CLVGL2 CA4/HE oo: BGL 49 A45 kZ. 29AJ6.W Akehem I ipj* Goa 1784 7610D 665200 Caioc Vamaola <100 IV G L N-S LEX 04X55 200 m u AL/ D N >125 cm WSB F-M N M/S N N G^XVS N cis/oa ■IU CA4/HE xn BGL 49 A46 AW 07X77X79 Aaoto Go-c 1777 761001 665800 Caioc Veatoil <100 LV F D M-SE LEX 03 >60 m u AL/ D N >125 cm N N N M/S N N S/1/U/S N CLVILJ HE/CA4 MM DGL49A47 nW 06X77/09 UaiunaX Mate Goa 1772 761001 666000 Calcic Vemtolt <100 IV FG L NW-SE /VN/N 04 <0 >80 m u AL/ D N >125 cm N FM N W/W N N RS/2/A/M N DL2/SL2 XX4 HDCA4 De— l 305 BGL49A48 LW 08X7709 Goa 1773 76ioa 6664 X Caioc Veririolt <100 LV F L NW-SE 5VWN 03 150m u AL/ 0 N >125 cm F/S FM N M/S N N R.S/1/A/S N CL4XJL2 /»U CA4/HE 300 BGL49A49 kW 11X77/09 kUilXlll At»Ta Goa 17M 7610« 666800 SofS-Caioc Vonitoli <100 LV F O S-N NA4/N 03 150 m u AL/ 0 N >125 cm N N N M/S N N S/1/U/S N CL4/8U HE/CA4 307 BGL4IA57 / kA 13X77/09 Pall Tacraa Goa 1722 78100C 670000 Endolepbc Vertuolt <100 LV G 0 S-N N/N/N 05 >60 m u AL/ D VF >125 cm VF/C S N N MAN U U N/N/N/N N ccsmu CA4/HE aoe BGL4EA58 A W 14/07/09 De— 4 t>ya* Goa 1721 761000 670400 Endolapbc Vartiioii <100 LV G L S-N TM/1/10 05 <60 m IU AL/ 0 N >125 cm MF/S 0 FM N W/R N N R.SG/AAZ N •U/BU HE 339 BCL48A59 A A' 14X77/09 IrAMtU flU+nasr. Goa 1709 761000 670*00 EMoJepbc Varliwli <IX IV F 0 SW-NE AT// 04 150m u AL/ 0 N >105 cm M.F/S.B M-W^ N MAV N N S/1/A/S N CLV3L2 ZBU CA4/HE 310 BGL 42 AflO A W 15X77/09 MaUr«4 Aaaie Goa 1704 761OOC 671200 Emfolepbc Vkltolf <1X LV F L W-E LEX 03 150 m u AL/ 0 N >125 cm F/S N N MS N N S/1AXS N GU HE7CA4 311 BGL49A61 A W 1STO7/O9 Um«x<b4 AAata Goa 1700 781000 671600 Caioc VarVadi <100 IV F L W-E LEX P t3 150 m u AU 0 N >125 cm F/S N N M.S N N S/1/U/S N su CA4 312 313 BGL49A82 A A 11X57X79 CWI Eayai G<XC 1666 761000 G72OOO Hapuc Lvntoli <100 LV FG L SW-NE N/N/N 01-04 <IOOm u AU M N >100 cm MF/S 8 F N W/W N N R.S/2/A/M N 8UXK2 He BGL4EA63 A W 15X57X59 Dr-* 4 Uvat G<xo 1677 761000 672400 HapK Linnaoli <100 LV F L SW-NE LEX 03 <120 m u AL/ 0 N >125cm N M N M/S N N S/1/A/S N CUflU /BU CA4/HE 314 BG149A64 A W 16X37/09 Da— 4 £>yai Goo 1663 761000 672600 Haplc Lmntoif <100 LV FG L S-N LEX 03/04 <l00m u AU 0 N >125 cm F/S M N MAN N N RS/1/A/S N Cl 2AM. J CA4.HE 315 Da— BGL 49 A85 A A 11X57X79 I Goa 1C54 781000 673200 HapAc LvwU <100 LV FG SW-Nt N/N/N 03X54 <100 m u AU D N >125 cm v/s M N MAN N N M SH/A/M N CL4AK3 /*U CA4/HE 319 BGL 4V AM A U—trial <V 16X57X59 Mata Giro 1647 761OX 673800 SooCaioc Veatolt <100 IV FL NW-SE LEX 03 150m u AU 0 N >125 cm F/S N N M/S N N S/1/U/S N CL4 CA4 317 BGl 49 A07 AV ‘nil // 16X57X59 1 T—• Goa 1637 7eiooo 674000 SodrCaloc VaXiaoli <100 LV G 3 S-SE LEX 05 >100 m 1 CO/AL D VF >125 cm VF/C M W M.W U U N/N/N/N N CLV8U CA4/HE 311 BGL 4fc A68 AV V 16X57X59 FaUft Ta«t*« Goa 1635 781000 674400 Moke Vorlltoll <100 LV G 3 NW-SE LEX 05 >60m 1 CO/AL D VF >125 cm VF/C M W MAN U U S/UA/S N CA4 CA4 Ilf BGl 49 A69 A9 / 16X57X59 k—Tx/ 4 tunun Goa 1 1624 761OOC C746OC Mo4<c Vtnaoli <100 U» F N-S N/N/N 04 <200 m 1 AUBT D N >125 cm F/S VW MAN N N S/1/RfS N CU CA4 320 BGl 49A70 AV V 17X57/09 Mi I Tedrta Gore 1 1836 781000 675200 Mol 4c Vari loll <100 LV F NW-SE LE// 04 > IOC m u AU 0 VF >126 cm VF/C 6 M w M/S U U N/N/N/N N cu CA4 321 5GL49A71 AV / 16/07/09 4—inal Ab ata Coro 1627 761000 671400 Moke Vert-toia <100 LV F W-E LE// 03 150m u AU D N >125 cm N N N M/S N N S/1/LWS N CQ HE/CA4 322 Bd 49A72 AV C 17/07/09 >•— tayai Goa 617 781000 670000 Moke Van. wii <100 LV FG SW-NE N/N/N 04 <80 m U,l AU D N >125 cm N FM N W/W N N A S/2/A/M N cornu HE/CA4 373 BGL49A73 AV tzcaa 4 /I 1707/06 //vw^ Goa 614 781000 8764Q0 Moke Va/Woia <100 LV FG C I/A-6E ATX 04/05 >100 in u/c AU D N >125 cm . F/S W N MAN N N 9 R/2/AAI N CL3/8U CA4/HE 374 BGL 49x74] O iuatiswl 1607/09 1 Aa-r. Coro 600 711000 678800 CaZx Voaioii <100 LV UC E-W LE// to >30 m V -/• M M/5 0 N N UR VUMi N •LI HE 323 3G< 49A75iAV M•Aral 16X57X59 A»a!« Goa 595 761000 •77200 Caioc Vanaoii <100 LV FL N^ LE// 03 >120 m u AU 0 N >125 cm F/8 N N MAV N N S/1/A/8 N CL4mu CA4/HE 326 KZ5OA37 AW L■dal 4 XXZX59 FJ U,-*- Goa 1 673 W7$<5 662000 Cakx Vamaoii <100 LV F0 NW-SE. N fa LEX 04 150m u AU M N >65 cm F/6B FM N WAV N N S/l/A/8 N cu CA4 »44 377 Id % A34 AW Pi 76/06X79 Ti Goa 1 • 17 80750 682400 Caioc Vaxaola <100 LV FD UWE LEX 04 > 100 m u AU O V >125 cm V/C.6U N N M/S U U H/N/N/N N CLV6 CA4/Sn 321 S Id 50 AS* A// IAaa^«4 26XGX59 Abate Gero 1 B0 6•0750 067600 £o<n-Caioc Vaniion <100 LV F0 N-S LEX 03 >70 m u AU D N >125 cm N N N M/0 N N S/1AX3 N CL4 SR/CA4 Di — 329 fa GL 50 AAO AW 7VXX79 4 Eayaa 5oa 1 W5 •0/50 663200 Endoiapuc VafUtoia <100 LV | FG L N-5E ATX 53/04 «2CX) m u AU' 0 V >125 cm F/80 FM N M/V/ N N B/1/A/3 N cumu mu CA4/HE 3301 B d5OA41 AW Oi — 7MXX59 6 J<XO 1 50$ 1 7•0760 563600 CMMaptc Vartiioii <100 LV | FO L N-8 AT// 54/05 <150m u M7BT 0 c >l25cm MF/OU F N W/W N N B.H/2/A/M N cumu mu CA4/He WWWC la AaaecteUea -H> KT ’•toll * Inal ToatlbllHy lludy RaporlFederal Damooatic Rtpubik ol (thlopla- Mlnltlry of Waler Rtiovrtai feaapllity Study and Oalail Oeil<it ol tala Gadwli IrilfaUon Protect Annaa 4.1: Oat> bate for Auger Hola Deaalplton Sort Surrey Studf WWDSt In Allocation with ICT Page 12 Final Feasibility Study ReportFederal Democratic Republic of LlMople- Miniitry of Water Rviourcei f eailblbry Study and Detail Design of Bala Gadula Irrigation Project Hole Dctolpt/on Sod Survey Study Region Oromli Agree lima lie zone BGL 51 A43 292O6JVS CilCJC VeHiaoli NWSE BGL 51 A45 AW 09/07/08 OftO 7/09 730500 Hiptoc LuvilQll Hapbc LwiMto >125 cm >125 em >125 cm >125 cm S/1AJ/S HE/CA4 CA4.HE HE/CA4 BGL 51 A46 AW BGL 51 M7 AW 06/07/09 7805001666000 Hapbc U/moh >125 cm S/1/A7S DGL 51 A65 AW 18/07/09 730500 673200 Sodr-Calcic Vertiioli R.SO/A/M BGL 51 A66 873600 Sodl-Caldc Vaniaoh S/1/U/S BGL 51A67 16,07/08 Sodi-Catoc VflrtJtol* S/1AJ/S 16/07/09 674400 SodLCilcjcVBrtUoh AW BGL 51 AO 8 BGL 51 A70 BGL 51 A71 BGL 51 A72 BGL 51 A73 BGL 51 A74 aw] 17/07/09 17/07/09 16/07/09 17/07/09 Efryo 17/07.09 F/Ua; jUakui 16/07/09 | Aaata 18/07/08 Ifijrai 780512 R/1/A/M N/N/N/N 790503 So^Caldc Virwoli 675200 Scdt-ClkJC VdrtilQU VintC LiplOlOll 730500 676000 VadiC Lipiotoll >125cm >125cm 780500 676600 780500; 67/200 MoUc Vortraola BGL S2AJ9j BGL 52 MO, AWi 23/06/09 780250 662800 Motitc Vartitola 760253 663200 Moftc VorUoll RS/2/A/M s/i/u/s S/1/A/S S R/2/A/M CA4/HE 26/06/09 29/X/O9 29/06/09 I T»<uo 760250 BGL 52 A42 DGL S2A43 BGL52A44 BGL 52A45 >125 cm >125 cm SR/HE M/R/N/N 760250 Caioc Vomaole CllCC VKill0/1 Catoc VaniioH Caioc Vartiipli Catoc Vart/tola Catoc Vartiaola SoO-Catoc Varfcach Calcic VtflMi Endofrpbc Vart iol« Endohpl/c Vart/tola EndoUpbc Virtiioli Endoiopbc Varbaoli ] <100 >125 cm S/I/U/S BGL 52A67 AW aw; 16.07/09 l^37^ 17/07/09 I7/Q7/O9 760250 780250 BGL 52 A69 BGL 52 A7Q BGL 52A/1 BGL 52A77 . 763250 780250 675200 >125 cm >125 cm >125 cm >125 cm S»1/A7S S/N/N/N CM/ME2 HE2/CA4 AW AW 780250 675600 2 17/07/09 lAeau I Or-! 17Q7/O9 j iCiyat 780250 676000 WWDSE Mi Atiodal/pn with ICT Ma » Final Faaslblllty Slady Repml»«n pu»T 5t 31 £<3ngx 3 3 s? £ 3 i X 3 3 5 u fl X 3 X 3 3 X? X X z X X I i F CAI. f a ? 5S a 2 9 a b a a a I 3 h 3 a 5 5 s a * 11 hs a* i i h ! z z z z z z z z z z z z z z z z z z z z 3 z z z z z z z z z (QT>V/V/1) jn^lj IXJ|*QJ, §s 5a 111 K ff 1 1 :5 1 K s a s a i ! K 1 K 1 s § a i CL 1 K 1 a i a § 5 J 5 o 1 cr ■ 1 § a s a a i a 1 j"OA-m fturtx>O|j z z z z z z z z z z 3 3 z Z z z Z Z z z □ 3 z 3 □ z z z 3 3 z z z z z z z z z z 3 3 Z Z z z z Z z z 2 □ z z D z z z 3 3 iwnr W1A«JA»«O is I s i 3 i i I i s I 3 3 I s I 1 s in i s s v> 3 11 ? Bu|l»-S rwpns z z z z z z z z z z 5 z z z z z z z 2 ? 2 2 5 z z z ? 5 W”O naprf J* 5 U. ? U- U. Z u. u. z z 3 5 3 3 5 z X 3 u. 3 u 3 u. 3 3 s u_ 3 3 z i 3 J 3 ? 5 Ul a tjuMuBaijaJtOD >Z tn es- u. V5 £e u. u. 3 <n z m I as 5 z Z s z s Z 2 z a s m ! s 2 z z s .5 3 < a J m P»S c| ir-d*3 2!-2 £ S5 >n m m r» r* J? 7 77 §g •a rw rj AA 5 2 A 5 r A § > *! s 8 5 6 s e» A s •n A s •n A s u> A M s «n n< A s tn 5 tf r A s lW n A 1s s s s •n •n s 1 r 6 » •x A 6 n w» r« A s «n o A s 2 JJ *a V A § •n A doj3 mo ’*’» z z Z u. Z U. U. u. z 3 3 z z z z z z 2 2 □ u > 2 2 2 z u. * WJK) I'OS so aaQ aa a o > 3 o □ a a □ a a a a Cfl 3 3 a a O a 3 o a |U»»»d 23 2B2 a> B2 2 2 »- 2 2 □ < 2 2 2 2 2 2 2 i 2 2 2 2 2 2 2 a 33 P3 3 33 3 3 3 u □ = • 3 3 3 3 □ 3 3 3 U 3 = 3 3 > 3 3 3 EE* 388 **A E* 2? *A E 8 E ? e C8 A E 2 MA E 8 A E 2 V E 8 V E E E dV8 E 2 A E S E 2 E E 2 A E o T E 2 k 8 A t 8 r« A fe 8 V E o GJ V E (») M»6u«1 •dots 11 ** A ? r^8 A 2 A 8 A E 8 A •wp «n Is 8So8 §8 o <n o g «A o ■n o £ s 3 3 3 s o n o rt o r- o m o 8 i 3 8 •A o 3 O3W/*U A irirJSodoioo.,' 5§ § 1 I z z II 1 § s 1 o 38 0® O I a S •J 1 2 J a -i I S s < I § a I D a -i a -i U ID m a J *»o« UJ M *z zi s 2 „ s m ± c oa Ii S z ID £ ID </ z tA ID ■< I > ID 2 111 2. i ~1 •? z i -1 •? z -1 i a j a o i -J -J _/ -J a g u. UJ z a 2 ID 2 j m -j Ul 5 •J U Jz a J Ul m 2 O u«U»od •don o -» 2- £- 0 u. u- Ik 0 0 £ 0 u. 0 u. u 0 . u. 0 u. L. u. CL u. 0 © u. - u. 0 u. 0 u. u. iux>y z 5 dss z 2 a •j d d d d d 2; 3 d d 2 > d d > > -J > 5 un Au«i»tui 88 V» 888 VVV 8? VV 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 * 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 8 V 33 !1 XX i1 UJ ID II i >>> HS III UJ UJ u- o o 1 -4 y a ■ X 5 i X a n X 5 i I 5 1 -J t • £ 0 6 i > 1 € ■ > 3 ■ u $ 5 I a I1 :> UO i 1 ■ o U _ X 5 f > * • o I i j 1 I 5 i s a. o OVi •■«toik»s i € J K o _> 1 Q ■ > tt 1 3 75 e o > 1 3 * Q • o > < 3 A Q « 5t V > u <5 3 o eQ > U 73 ■ u 75 e $ 0 3 1 I > <3 1 e b > 5 n U g8 Ii § 5 m§ 3 8 V w § 8 8 8 <>d h- § 2 8 2 i 8 M 8 ’3 ££ 1 53s 1 I 1 2 8 •N 3-win §1§ r! r*» i S 8 S r- I 8 5 £ 8 ■3 <o 32 fM n* <m• £O ££ i- I R I o I r- 1 «J r* 2 at 2 r- U. 2 e A* 2 E £ 2 I 2^ o 2 E 2 r> o p o a» r- A* 2 r- <n w-win M 1E E § fc w r* «- m oo 88S •A r- A; ■< r* A- fc «2 3 r* ■> H <0 □ 8 ■o s >o •n8 8 r< c» A* 8 • A- •n c« r> CM •n 2 2 a. r> CT J, m 8 <0 CT o W1 vp«aOM 11 11 j § 0 e 3 J I 0g § 0 i i 1 £l 0 1 i 8 <S e <3 0g i I 0 s Hi § 0 oS i M»wnr : Il hi n h 1* p 2 H >1 nfii : E y h K u OD d Cl d u Od H U r- if I? ■i <• U. A- 1 □• ii ■* - liJ Q LJ n Q ii y •»»a 51 i? s S I CT I g I § 5 5 5 e A* r- I o» e r* V Id Q •« e A* I e A* i 5 5 C r< T » e A- S g 5 e A* 5 Ae* S 5 S s £ 5 S § S •nwn ?1i Ii 5 < < £ < < 4 i $ s < 4 s < 5 < 4 < i- < ?i i < i < i < f i J «n -/ 2 < •P®3 55 ss _i -j g2 ill wc->i<<a2>*a2 2 g 21 ?? r> «2 w> <n 0O Oa ■> s -> 3 ii ? i < 2 n -4 0 o r*» < •n < s -J £ -j g *"1 << r> -J 00 al a -J < -j 0 a < 3 -j 0 a < J J 0 a < J .j 0 tn 3 3 _i 0 a < j □ m < J -j 0 a A- < 3 -j o ai k‘ < g A- < w •/I 0 CD A- •c 0 a r« t~ < •Z» <z> -J 0 m rt r- < •A -I g < •n g 8 s o s o~ •n <0 A- w • ai CM oo r> rt sr>| r»J m1 8S r, « e a> n 8o •r <5 O3 w °8 *< w •r * w V w 8 wFlatl »•••4telll«V SIm«t MpiHt I I «• VJ K> « I £ > M Ml J s § J1 ? o i i 3 K» 8 I s SwIClM*. FAO A 8 r~ < ■A a. r- I m i 8. d M* A "J o 3 c < 5 o z V s § D<5*h lo B«-C RocM«n> 1 E ,uu'f»jn«rti (Co# SI) 5>urt*« z I ,n>< z z Humour X I rr/A/Acrt)) r«ruuz«<- z g£, n cc 1 mFedeial Demeoatlt RepuMk ol Ethiopia- Mlnhtnr of Wale' Wtiou'tei Teailbllrty Slaty end Detail Oetl<n ot Bale Gadula ltri(idon Pro)ert Region Oromla Zone Balo Agr®-cllmatlc aona Woyenadegi Anne* 4.1: Data bate For AMffr Wole Deicrlpllon JoU Survey Sludy Balo Gaddula Irrigation Project Morophologkal Charactarvlloa of Auger Holo , n ? L ! Il 3 1 1i? a 5 a«V 5 1 !lbfl H 1 i Ieti , II H 2 n 11 L J e: I B J? I1 ►- $M f7 H hi WSt I £1 u, r -lL. != 451 0Gl3>A6 AW 2OW7/O9 Uatu><a& ***■ H >005 1 866 792500 649600 Vertc leploioli <100 LV FD W-E GL-0 3/3 03 >50 m u AL/ 0 N >125 cm N/N N N M'S N N S/1/U/S N 8U HE 452 BGL4-A3 AO Im.»«8 2 0/07/09 jEyouke Sa naini 1 998 792350 648400 ipbc Nii.aoiaois (Humic <100 IV UR M W-E LDZ M.D7 <50 m V co/ N A/S MC N N W/R N N N/»WN/N N Sil HE | 4$3 BGL4-A4 AVI Aiernu 1 20/0709 |hl)ui 3 exo 1 971 792279 648790 Verne Lepioiola <100 LV GL L W-E N/N/N A 05 >200 m V CO/AL 0 N >125 cm c/s N N w.w N N S/1/R/S N BL1 FN1 1454 0014 A5 AV lAiemu 8 V 20/07/09 lieahun Gonj 955 1 792250 649200 MoUc Vertiiola <100 IV F0 W-E N-rN/N 03 >200 m u AU M N <70 cm N/N N W VS N N S/1/R/3 N 611 FN1 1 455 BGL4-A5 AV M V 2Q/O7/C9 lokMoaB Khata G<X0 965 792250 64 9600 Mon>c Vertnoii <100 LV F .0 W-E Gltf4/ 0 5% 03 >60 rr u AU 0 N >125 cm N/N N N MS N N S/l/U/S N 50 HE C 456 DGL4-A7 Ia\ V 20/0709 •Ml Einrai Isanti 962 792250 650000 Calcic Vertjiota <100 LV FG L G'jtft W-E /0 02 04/05 <80 m u/l AU 0 N >125 cm N F N w/w N N R S^/A/M N surtji; HE 1 457 BGL5-A5 ' A Wl 20/0709 </rr^l 4aHvn Goro 1973 792000 649200 Cetoc Vertiiola <100 LV FL W-E N/N/N 04 <150 m V AU 0 N >125 cm M/S n N N M/W N N S/1/R/S N Bl J FN2 458 BGL5-A6 A W 20/07/09 klekvnai A>aia Goro 1901 792000 649600 Calcic Vertitola <100 LV FC N-SE GVO 4/ 0 003 03 >100 m u AU D N >125 cm N/N N N M/S N N S/1/U/S N C15J8L7 HE/CA4 459 BGL5-A7 A W 20/07/09 Dex 8 Elryei a in ana 1961 792000 650000 Caloc Vertiiola <100 LV FG W-E LE^ 03/04 <100 m u AU 0 N >125 cm v/c F N M/S N N S/1/A/S N SL2/B12 HE I 480 BGL6-A5 A W 20/07/09 Aler-wl T8a*nxi Goro 1981 791750 849200 Ca'c»c VeniaoU <100 LV F W-E N/N/N 04 >2C0 rr V AU 5 N <40 cm c/so N N WfW N N S/1/R/5 N BIT HE1/FV2 481 BGL6-A6 A iW 2007/09 A»aia Goro 1960 791750 649600 Ca*oc Vertiiola <100 LV F 3 W-E LE// 03 <40 m u AU D N >125 cm N/N N N M/S N N S/1AJ/S N Cl Vai 2 HE/CA4 462 BGL6-A7 W 2007/09 OeX 6 fkyat yiani 1961 791750 650000 Sodi-CelOc Vertiiola <100 LV F SW-NE LE// 03 <140 m u AU 0 N ► 125 cm N FM N M/S N N S/1/A/S N Cl4rtl2 /BL2 HE/CA4 463 DGL6-A8 <W 2007/09 Dx A Caya« Sinann 1962 791750 650400 SodhCate-c Vertiaola <100 LV FG L W-E N/N/N 03/04 <90 m u AU 0 N >125 cm N F N M/S N N R S/2/A/M N 812/8 L23 HE 484 OGL7-A5 hW 2007/09 Atemu 1 raahun C-oro 11993 791500 649200 Hapke NtUioltoll <100 LV G L W-E N/N/N 05 <80 m V CO/AL V N <20 cm F/S N N W/R N N SWJV N □12 FN2 485 DGL7-A6 AW 2007/09 UWKun.t Abate Goro 1961 791500 649600 Hapl< N<l<aoliola <100 LV F D W-E LE// 03 >50m u AU 0 N >125 cm C/S N N M/S N N S/1/U/S N 5L2/C.5 HEXA4 466 BGL7-A7 AW 20.0709 DeX 8 Cbyii Smanr 1959 791SOC 650003 Cakic Vertiiola <100 LV F L SW-NE LE// 03 <200 m u AU D N >125 cm N F N M/S N N S/l/ArS N Cl 4/812 /9L2 HDCA4 467 DGL7-A8 AW 20/07/09 DM iEvyai sinanr ^1953 791SOC 650403 Calcic Vertlaoli <100 LV FG L WE C.V0.5 n1 04/03 <80 m 1/C AU 0 N >125 cm N F N W/W N N R.SQ/A/M N 9L2/BL2 HE 468 BGLB-A5 AW 200709 Atemu 8 T4abun Gore 200! 791254 649200 Calcic Vertiiola <100 LV G I W-E N/N/N OS <50 m V CO/AL S N 45 cm i c/s N N W/R N N S/1/fUS N XI FN2 1 468 DGL8-A6 Alv 200709 •Aoaiewl Abel* Gore 1964 791254 649600 Caloc Varttioli <100 LV FG 0 W-E LE// 03XM 150 m u AL/CO D N >125 cm c/s N N M/S N N S/l/U/S N cu CA4/HE 470 BGL8-A7 AW 200709 Dex A Evyat Sman u 1951 791254 65000C Molkc Vortao’a <100 LV F L SW-NE LE// 03 cieom u AU D N >125 cm N FM N M/S N N S/1//VS N C12/SU mu HE/CA4 471 EGLB-A8 AW 200709 Olw» 8fryit Slnan '«195. 7912V 65040C Mollie VorttaoH <100 LV F L W-E GI/0 5 /50% 03 <150 m u AU 0 N >125 cm N F N M/S N N S/l/A/S N CL4MU <5U HE/CA4 AWnu 8 472 BGL9-A5 AO 200709 Gore 196, 7910CM 649204 Mofltc Vartaoii N/N/N - V- N N N N N HJN'HIH N 473 DGL9-A6 AW 200709 U«hjn.l Abel* Gore 196 791001 649604 Mofcc Vortiioti <100 LV G/F D WE IE// 04/C] >100 IT u AUCC 0 N >125 cm C/S N N W/S N N SH/U/S N 3U HE 474 BGL9-A7 AW 20/07/09 r»~i A Ekvot Smaru J196 791001 6SOOO4 Caloc Vertiiola <100 LV F L SW-NE LE// 03 <160 rr u AU 0 N >125 cm v/s FN M/S N N S/1/A/S N CL2/8U rau CA4/HE 475 BGLB-AB AW 200709 EMrt 1 (/Vi'a™ S-nan J195 79100 650404 Moil*c Verticil <100 LV F D l-SE SW-NE. at. ID/ 03/0 >100 rr 1 AU M N >90 cm v/s F N M/S N N S R/2/A/S M N OL1/5I2 /C14 CA4/HE 476 BGL13-A6 AW 200709 Ueeunal Abate 5 man i(l96- 79075 649604 Mollc Vortnali <100 LV G D W-E LE// 05 >50 m u AUCC S N 50 cm C/s N N WrS N N S/2/N/S N 511 HE 477 BGL10-A7 AW 200709 Dex 8 £>ya« srnan M 19*4 79075 650004 Caloc Vertsola <100 LV F L W-E LE// 03 <180 m rr U AU D N >125 cm. V/S FM N M/S N N S/l/A/S N CU/9L2 /SL2 CA4/HE 47B BGL10-AB AW 200709 £r>ea*k A FAAanan S<nan ii1964 790751 D 650404 Calcic Vortioit 1 <100 LV F D W-E AT.LE// 03 <150 n U/l AU 0 N >125 cm C/C.s F N M/S N N R G/1/A/M N OL1/3L2 /C14 CA4/HE 471 BG111-A6 AW 200709 UebxrwA Abel* Gore J 96/ 79050- 849504 Sort-Calcic Verticil I <100 LV U 0 W-E LE// 06 >25 m C AUCC 0 F >125 cm C/S C N W/S N N S/2/A/M N ■Lt HE 480 BGL11-A7 AW 200709 Fea4 a Tabeae jinanr u 195 79050- 650004 Caloc Verticil | <100 LV F D S-N IE// 04 >100 n u AU D M >125 cm | MC.S N N M/S u U N/N/N/N N CLV43U CA4/HE WWD5I In JUaodaticn utth ICT N<e 14 Final FeatlbWty 5t«4» ReportBala Gaddula Irrigation Project Morophologleal Characlerallca or Auger Holef ederal Republic ol Cthlapla- Mln II try of Water Retourter Anner 4.1: Dal. bale Au«er Hol. De.alptfo" Soil Jwrv»rS'ud» FaaitollWy Itwdy and Detail Onto" of Halt Cadute Irrigation Pro|e<t Region Oromli Zone Date Agro-<*lmatic tone Wayenadega Balo Gaddula Irrigation Projecl Moroph©logical Chincteralici of Auger Moto s • rt s LJj X Is 5 Al i 5 3rf S i it i « 4 « n 0 J u 1 o_ u a<x • I I? if ll X a i r- cu *»j Ji, ih Jr n "* Inku E bar Kami alltoan SmtlWU 1 h HIII >3 g t,_ lb - H 511 3GU2OW11 wv A 7 WM K B49 56250 B51600 Calck VoXiioh <100 LV FL NE-SW LEW 03 >100 m u Al/ 0 N >125 cm N N N AUS N N N/N/N/N N CA4XWJ CA4 512 BGL2O-A12 wl 7/06/09 * ebwm k mannl 954 raezso 652000 Calcic Vartiaoli <100 1 LV F0 N-S GUO IX) 2 03 70 u AL/ D N| >125 cm F/S N N M/S N N S/1/U/S N CL4 CA4 513 BGL21-A9 UM 71107/09 «■ iakuna l Goro 976 785000 650800| Mofic Verin oil <100 I IT GM W-E LE// 05 >70 m u AUCO V N 15 cm c/s N N w/w N N S/2WS N AL2 HE 514 BGL21-A10 AW 27/06/09 kberngmA I latoder fc mannd 949 785000 851200 MolVc Verbioli <100 LV FL S-N LE// 03 >200 m u AL/ D N >125 cm N M N M/S N N S/1/R/S N CL2 CA4 515 BGL2KA11 AW 27/06.09 LberMmA tahtoan g Inarvw 952 766000 651600 Moitic VerinoN <100 LV F/G L E-W LE// 04 >100 m u AL/ D N >125 cm N N N M/S N N s/invs N CL2XJL1 CA4 516 BGL21-A12 AW AW 27/06/09 21/06/09 Uekuri A | Abate Lnarnr 1951 788000 652000 MolliC Verb toll <100 LV F0 N-S LE// 03 50 u AL/ D N >125 cm • F/S N N M/S N N S/1/U/S N GU HE 517 0GL22-A6 3r.< IDfli mennr 2055 757750 649600 Caloc Vortioli <100 LV GW N-S N/N/N 05 <50m VI co/ S V 30 cm A.M/S.C F N S/R N N R sn/AA/ N cis/u- >9L2 HE/CA4 516 0GL22-A9 AO 21/06/09 Mekuna A Abate Goro 2003 787750 650800 Mollie Vorliolt <100 LT Gh WE LE// 06 >30 m C I N M/S N N W/W N N N cu CA4 519 BGL22-A1O AW 27/06/09 AberbamA Katoda* Smonni 1953 787750 651200 Mobe Vorbioii <100 LV Gb S-N LD/ 04 >200 m u AL/ 0 N >125 cm F/S N N M/S N N N/M/N/N N CUX^.2 CA4/HE 570 BGL22-A11 AW 27/06/09 AberbemA Katun an Hrmnii 1951 787750 651600 Calcic Vortiioif <100 LV G S-N LE// 04 >100 m u ALZ 0 N >125 cm N N N M/S N N •UNZN/N N CU CA4 521 BGL22-A12 AW 27/06X79 Mebutia A Abale Smann 1952 787750 652000 Cetec Vennoli <100 LV F N-S LE// 03 80 m u AL/ 0 N >125 cm F/S N N M/S N N S/1/U/8 N CL4 CA4 522 DGU2-A13 AW 27/06X79 MMxne A Abate »toinn 1955 787750 652400 Calcic Vcrtnoti <100 LV F 3 N-S Ul 03 120 m u AL/ D N >125 cm N/N N N M/S N N S/1/U/S N CU CA4 523 DGL23-A6 AW 27X17209 Oe-t A Oyer ■'ir.n 2044 787500 649600 Sod»-Caic>c VcHnoli <100 LV F/G 4 N-S HWi 04/0$ <90 m IU CO/ V V >20 cm A.WSC FM N W/W N N R,S®A/M N CL 4/6/ SL2JGU HE/SR ■ CA4 524 BGL23-A7 AW 21/07/09 Dewr A Ekyea imann <2053 787500 650000 Cekic Vormolt <100 LV GU L N-S N/N/N GU <20 m VI co/ V V 10 cm A.M/SC F N S/R N N R SXV/W N HE 525 BGL23-A9 AO 21/07/09 Mea-u A Ab He Gore 2005 7B75OO 650900 Calcic Vert-ioU <100 LT 0 M W-E LE// 06 <40 m T / M H'SB W.’R N N SR/2AJ/M N 5U HE 526 BGU23-A10 AW 27/OGX79 Abarhaml Klludl" Smarm 1965 767500 651200 Calcic Van,toll <100 LV GU H S-N N/N/N 06 >B0 m c BT/ S N >0 cm M/S N N M/W N N S/t/TUS N 9U/CX4 ■■GU CA4/ME 527 BGL23-A11 AW 27/06X79 Aber he"'A KaikMin Smarm • 1956 787500 651600 Ca’-oc Vednoii <100 LV F M SWNE TMX) 1/ 03 >100m u AL/ D N >125 cm N N N M/S N N S/1/R/S N 8L2X312 /CU HE/CA4 521 DGL23-A12 AW 27/0609 uetrvrta A Abate Stnonr i 1957 787500 652000 Calcic Vertisol* <100 LV F 0 N-S LEA) 3/ 03 30 m u AU 0 N >125 cm F/S N N M/S N N S/1/U/S N CU CA4 521 BGL23-AI3 AV\ 2 7/06.09 MeMxw A Abate StAOnr 1955 787500 652(00 Calcic Verb toll <100 LV F D N-S LEX)3/ 03 100 m u AU D N >125 cm N/N N N M/S N N s/i/u/s N CU CA4 53( DGUS-A .) 1 AW 25.06/09 Dr—t AF Goro 1952 767500 652800 Sodi-Ca>oc Varbaoia <100 LV F/G L NW-SE AT// 04X25 <150 m U-l co/ M N > too cm F/S FM N M.W N N S/1/A/S N CL4 A/VU /3U CA4 53 UGL24-A0 AW 21X77/09 De—< A Ebyai Smanr j 2038 787250 6(9600 Sod»-Caloc VerVtoli <100 LV F/G L N-S N/N/N 03/04 <00 m U-l AU D V >125 cm C/S B FM N MAV N N R.S/2/A/M N CL2/9L2 «L2 CA4/HE SX DGL24-A7 AW 21/07/09 Dr-1 A Clqret 53 DGL24-AB AW 21X77X7S De—< AEUy.l Smanr Smanr 'i 2036 >4 2012 7B7250 65OOOC Hapbc Ntlnoitoii <100 LV F/G L N-S N/N/N 04 «80 m vu AU O V >125 cm AC/SC FM N W/W N N SR/2M/M N CU^UAMJ CA4/HE 78725C 650400 Mapirc Nibiolioli <100 LV GU M N-S AT// C5/06 >'.00 m u-v CO/ Me» A Abate Ab—bgm| D C >125 cm MAOS F N S/R N N S R/2/A/M N 1/AUXJU HE/SR 53^ BGL24-A9 AW 21/07X79 Goro 2121 78725C 6508CW Hapbc Nibiotacta <100 LL G H N-S LE// 04 >100 m c AU M IN >80 cm N/N N N WW N N N/WN/N N MUXIU HE/SR 53 0GL24-AK AW 27/06X71 Stnan K1P53 7B725C 651200 Haphc Nanolioli <100 LV R H S-N N/N/N 07 50 m c BT/ V N 10 cm 0/S N N M/R N N S/2/R/S N CLS/3L2 GL1 CA4/HE 534 BGL24-A1 AW 27X76X79 At—*1—1 Kalian Sinarv 1964 7B725C 65160C Haplc Ntinoitoli <100 LV G M S-N TM/0 1/ 05 >80 m 1 AU D N >125 cm F/S N N M/S N N S/1/R/S N 5L2/GL2 XX4 HE/CA4 531 BGL24.AU AW 27X76X79 27X76X79 MeLuria A Abet* Smanr i 1959 78725C 652000 Hepiic Nittiolioli <100 LV F D N-S 03 N s/i/u/s N su CA4/HE 531 DGL24AU AW Me*jrta A Abale j Da—I |A Evyai LE// 95 m AU 0 N >125 cm F/S N N M/S N Smanr ii 1957 78725C 652400 Vedic Lcd’cioii <100 LV F 0 N-S LE// 03 130 m u AU 0 N >125 cm F/S N N M/S N N s/i/u/s N SL3 CA4 53S DGL24-A14 AW 25X7609 Goro 1951 78725C 652800 Verbc Loplotoli <100 |iv F L N-S AT// 03.XJ4 <(C3 m u AU 0 N >125 cm v/s FM N M.-S N N s/i/u/s N Cl 4 smu /su CA4 540 BGL24-A15 AW iDcwe 25X76X79 It Etorai Goro 1M6 787250 653200 VcrUc LoototoU <100 F/G L NW-SE AT// 04/05 <200 m U-l co/ D N >125 cm M/C.S FM N W/W N - N S.R/1/A/S N CUV BU/SU CA4/HE •I WWDSt In Allocation with ICT Page 16 Final Fallibility Study ReportFeattettlty Study and Detail Orel*" of Bale Gad u la Irrlfadon Project Region Oromia Zona Bate Agro-climatic xona Wayonadc a Soil Sunray Study Bala Gaddult Irrigation Project Morophological Chara ctors tic I of AuQor Holt 0 2 3 i 8 i 5 ] $i S b £ W a 5 1 j ill ^Jku h . II 1r ao ll k II IL Ik I* l! H a H JL $ I h H ll ou ih II til II 11 , b 541 UGL25-A/ AA 20X37/09 De-* A Ehyai Ei.nanr a 2032 767000 650030 Vartrc Laptoaola <100 IV F L N-S AUN/N 03 <150m u AU 0 N >125 cm F/S M N M/S N N S/1//VS N •L2/9L2 CA4/HE M7 BGL25-A8 AW 20XXV09 Dewe A Eiryea ><nanr. 2016 787000 050400 VartiC Leptotoii <100 IV F/G L N-S AT// (74 <400 m u AU 0 N >125 cm N F N W/W N N S/1/A/S N &BL2/SLJ HE/SR RGL7S-A0 1 AA 27X76X79 Dawe M3 Smann 2013 7B7000 650000 Vartrc Lcptoiola <100 LV F/G M NEE AT// 04X75 <100m U-l co/ V N 25 cm v/s F N W/R N N S,R/1/A/M N smex'su* HE/SR BGL25-A10 AW 27X76X79 Pead A I»4»M Sinanr. 1992 787000 ] C512OO Vertic laptoaola <100 LV G 0 NW-SE LEX 05 >103m u AU sM 25 cm M/CS N N Sfl N N S/1/R/S U 0.4 CA4 MS BGL25-A11 AW 07X76X79 Fapl A ll0«« i.nann 1973 767000 651600 Caioc Vartiioli <100 LV G 0 SWNE LEX 05 150 m u AU 0 F >125 cm F/C.S N N w/s N N N/N/N/N N OJA3L2 CA4/riE2 M6 BGL25-A12 AA 27X76X74 t Alate SiMfM 1956 787000 652000 Ct toe Vart/toli <100 LV F 0 N-S LEX 03 130m u AU 0 N >125 cm C/S u/s N N S/1AJ/S N CU CA4/HE2 54 BGL25-A13 AW 27X76X79 Meuze I Al ala .■naivt 1954 7B7000 652400 Calcic VarWolt <100 LV F 0 N-S LE/Z 03 100m u AU 0 N >125 cm F/S NN NN M/S N N S/1ZA/S N CU CA4/HE M BGL25-A14 AW 25X76X79 Dawe A E»r»i Goro 1951 767000 652600 Caioc Varbiola <100 LV F L NS ATX 03X74 <400 m u AL' 0 F >125 cm MC/SC FM ws N N S/1/A« N 0.4/90 /so CA4/HE BGL25-A15 AW 25X76X79 Daw* A Erya» Goro 1942 787000 653200 Carat Vartuote <100 LV F/G I NW-SE ATM 04 <200 m u AU 0 N >125 cm CF/SC FM N W/W N N S.R/1/A/S N 0L2^O HE/FN2 550 BGL26-A7 AW 21X77/09 Dawe 4 Ekyal 5«nann 2021 766750 650000 Caioc VerUacla <100 LV F/G L NW-SE N/K'N 04/05 <60 m WJ AU 0 N >125 cm V/S M N W/W N N S R/2/A/M N CL2MJL2 HE 55 BGL26-A8 AW 27X76X79 D»we A Lay a i Srnannj 1021 766/50 650400 Caioc Varuaota <100 LV F/G L N-S ATX 04 <400 m u AU 0 N >125 cm V/S F N MAN N N S/1/A/S N HE/SR 552 BGL26-A9 AW 27X76X79 Dawe I Dry»» Ernann 2ooe 766750 650800 Sodr-Cakx. VertilolA <100 LV F/G L NW-E ATX 04 <100 m u AU 0 N >125 cm M/S/C FM N ww N S.R/2/A/M N CLWSU /BQ SR/CA4/HE 553 BGL26-A10 AW 27X76X79 FaMl A Tadete 5 ■ naaifl 1995 766750 651200 Caioc VartJUdi <100 LV G 0 NW-E LEX 05 >100m 1 AU D C >125 cm OMC N N W/S u U N/N/N/N N CL4 CA4 554 0GL26-A11 AW 27X76X79 FaU A Tadne >manni 1976 766750 651600 Caioc Vannon <IW LV G 0 SW-NE Lev 05 >100m u AU 0 F >125 cm F/C.S NN W/S u U N/N/N/N N CL4 GA4 AOamamA 555 BGL26-A12 AW 25X76X79 5inarvu 1965 766750 652000 Calcic Vorttolt <100 LV F/G H W-E LEX 04 >100m u AU 0 N >125 cm U/SD M-W N M/S N N S/1/R/S N CU CA4 Aba/ha^c 556 BGL26-A13 AW 25X76X79 5nannr — 1954 766750 652400 Caloc VarVaoit <100 LV F/G U WE LEX 04 >200 m u AU D N >125 cm F/S M N M/S N N S/1/R/S N CL2 CA4 557 BGL26-A14 AW 2U0UO9 OawtA Elryat CLAXXJ Goro 1953 766750 652800 Caloc Vorttoit <100 LV F L N-S T,GL/I5cm/12 03 • 200 m u AU D N *125 cm M/S FM N M/S N N S/1/A/S N CA4/HE 55fl DGL26-A15 AW 25X»X)9 0aw.il E»ya* Goro 1941 766750 653200 Caloc Vanraota <100 LV F/G L NW-SE ATX 04 <200 m u AU 0 F >125 cm A.M/S.C FM N M/S N N R S/1/A/S N CLVDU /*U CAUHE 555 BGL28-A16 AW 21X76X79 FaM A 1a«ete Goro 1935 756750 653600 Ca«c Vartrioit <100 LV F 0 E-W LE// 04 >50 m u AU s V 40 cm VrMC N N M/S U U N/N/N/N N Gt2 HE 560 BGL27-A7 AW 21X77/09 Dawe A ESya* Rha/Mi 2026 786500 650000 Mottic Vartrtoia <100 LV F/G L NW-SE N/N/N 04175 <60 m u/v AU 0 V >125 cm i F/S FM N WAN N N R S/2/A/M N CL2^U CA4/HE 561 OGL27-AB A.'. 27X76X79 Dewd A Eeyaa j ’.ar.-.. 2116 766500 850400 M<*c Vara soli <100 LV F L N-S Mil 03 <400 m u AU 0 N >125 cm VF/SB FM N M/S N N S/1/A/S N CL4A7U /SU2/S SJVCA4 /HE 562 3GL27-A9 AW Dvw< A 27X76X79 | £•7 at S manrw 2005 766500 650800 Molbc Vamtoia <100 LV F/G L W-E LUI 03X74 <150m u AU 0 N >125 cm M/S/C FM N M/S N N S/UA/S N CL2ML2 Z8U CA4 563 BGU7-A10 AW 27X76X79 Fatd A Tatete jmanru 1992 766500 651218 Mofcc Vart. toil <100 LV G 0 NW-SE LUI 05 150m u AU 0 V >125 cm vx:s N N W/S U U N/N/N/N N CL4 CA4 564 OGL77-A11 AW 27/34X79 FaUA j Tadeae Jinanni 1982 766500 651600 Mottic Vertiaola <100 LV F D SW-Nt LUi 04 >15m u AU 0 C >125 cm c/cs N N W/S u U N/N/N/N N 0.4 CL4 565 BGL2T-A12 AW 25X76X79 *berttemA Kjtudan > inannR I960 736500 652000 Moke Vartaoii <100 LV G H W-E LUi 04 >100m u AU 0 N >125 cm F/S W N M/S N N S/1/fUS N CU CA4 565 BGL27-A13 AW 2SX7CX79 <aJuda-i ] wnannl 1955 786500 052400 Calac Vertisol t <100 LV 0 M W-E LUI 04 >100 m u AU 0 N >125 cm C/S M N M/S N N S/1/R/S N CU CA4 567 BGL77-A14 AW 25X78X79 3aw« Dryar Goro 1940 766500 652800 Caioc Varvaote <100 LV F L N-S GUI 03 >130 m u DT/ D f >125 cm fids FM N M/W N N 8/1/A/S N CL4 «U HE/A4 566 BGL27-A1S AW 25X76X79 >»-ei Etytl Goro 1936 766500 653200 6od*-Cakdc Vartraola <100 LV F/O L NW-SE Mil 03X74 <200 m u AU 0 V >125 cm MU3C F 1) M/S N N SR/VA/S N 0U/BQ HE/FN2 569 BCU7.AI0 AW 25X76X79 ate A •date Goro 1935 766480 653600 Sort Caioc Vartiaola <100 LV F D 5-N LUI 03 >10m u AU D V >125 cm V/MC N N M/S U U N/N/N/N N OU HE 570 BGL27.A19 AW 24X76X79 atd A •date Goro 1937 786500 854800 Sod. Caioc Vartraola <100 LV 0 0 NE-SW N/N/N 05 «l50m u AU M c <70 cm C/S W N WAV N N a/i/R/s U CQXJU CA4 WV/MC H AaaxJabon wrtk ICT Pa a 19 f Final ftairMBty Study ReportWWOSt In Allocation with ICT '.I SolCUio.'AO Intent »»y nJ km.Hwn icrolopograpA (Ty/Ho/Co So<« Opih Hoc* ChX IDapff- t« ock(cm} Surface Cc.ar»F<»yT»nte (CW Sl| Surface Crack Surface Drain ago cUivtiVt’d Watari able Flooding. FrooTOur TIA/AcA)) lenllltor typo/Rete 8 pafora MRI>|U| <Minoi>M hum P |0 w»|»»0 «n»a p*« *P"H **i|iqi«»I ••I*OH») *° »IR*AA» »R«n«w«O l' HHiFadaial Da moo a tic Republic of Clhlopla MlnleUy of Waler Rctourcai Feasibility Study and Dttall Dcilcn ot Bale Oedvla Irrigation P'ojact Hopon OromU Zona Balo Agro-cllmaUc aon. Way«n.d« . e Anno 4.1 • Data baia far LA—I- „____ „ Bale Caddula Irrigation Project Meropholoflical Char.ctar.iic. of Au er Holt B 5 • X e i XW 1 5 2 S o o U 5 iB ILL n k i - — li 11 ik H 3 su 3_ H i h rl ■a S I 1 1 u 1 ■a J h Fait & Tadna ___ »* 1 1 h -- a fl hl H aL 11 u 601 BGL29 Al 9 AW 24/06/09 Coro 1927 766000 654800 Mot be Vertisols <100 LV -----X V G D NE-SW N/NJN 05 <150m u AU Abemarr-4 KatUdan □ C >125 cm C/SF ------ :—— w N CU CA4 602 BGL29-A20 AW 24/0009 Goro 1917 786000 655200 MclUc Vortsols <100 LP G H NE-SW GU/ 05 >100m u AU 0 >125 cm C/SB til-W N 1 M/S HEXLA4 603 BGL29-A21 AW 24/06/09 Oawr a El<y«t Goro 1919 786000 655603 Calcic Vertisols <100 LP F M N-S N/N/N 02 >180 m u WE/ D N F >125 cm F/S M — N M/S DU^L4 CL44JU HUCA4 604 BGL29-A22 AW 24/06/09 De—t 4 Lkyat Goro 1917 766000 656000 MoBtC Venae!. <100 LP FC M N-S GUO 2/12% 0104 >60 m WE/ D N >125 cm C/S FM N W.W N N 605 UGL29-A23 AW 24/ocyoo U—iiria 5 At ala Goro 786000 656400 MoBic Vanaol. <100 LV F D NE-S LEX 03 100 m u AU 0 N >125 cm F/S N N M/S N N 606 60? BGL2B-A74 AW 24/06/09 Maburta4 Abate Goro 1914 1919 756000 656800 Caicc Ven tots <100 LV F D NE-S LE/Z 03 50 m u AU 0 N >125 am F/S N N M/S N N S/1/A/S N UGL29-A25 AW 3O/O6/C9 Fat* 6 Tabeta Goro 1922 706000 857200 Sodi-CHdc Vensols <100 LV U D N-S LE// 06 >100m u AU D M >125 cm M/CS N N M-W U u 606 BCL29-A43 AW 21/07/09 Enda* 5 F/Manam Goro 1756 786000 664400 Sodt-CaicJc Vertisols <100 LP FG L WE AT// 04 >100m u CO/AL 0 N >125 cm A.C/CS B M N M/W N N N/N/N/N Nr N/N/N N 609 BGL3O-A12 AW 2SA»/D9 Abarf^mB KaiMan SiAbnr u1968 785750 652000 SodkCakx: Vensols <100 LV F H N-S uE>/ 03 >200 m u AU 0 N >125 cm V/S M N MIS N N S/l/R/S N CL2 CA4 610 011 BGL3OA13 AW 26/06/09 lAberhamt Kabodar. Unanru 1966 765750 652400 Calcic van soli <100 LV F H WE LEX 03 >200 m u AU D N >125 cm C/SL W N M/S N N S/1/R/S N CU CA4 BGL30-A14 AW 25/06/09 EndeRt r/Ma-‘Sm J.nanru 1957 785750 652800 Calcic Ven sols <100 LV F 0 N-S LE/Z 04 >100m u AU 0 N >125 cm MF/S.B MW N MAV N N S/l/A/S N CU CA4 612 BGL3O-A1S AW 25/06/09 Lndab 1 FAAaiiam tinsnnl 1944 785750 653200 Calcic Vertisols <100 LV CU 0 AT// 05 >100m u AU M N >85 cm M.F/S.B W N MW N N SK/1/A/S N CL2 CA4 613 BCL30-A10 AW 7V06/09 Fault Taeaat Goro 1926 76S7SO 653600 Calc*c Vortisols <100 LV c 0 NW-SE GUO 05/7% OS 150m c AUS S N 50 cm F/MC.S N MM/ N N N N/N/NZN N GO HE 614 615 BGL3OA17 AW 25/O6A39 FiiH Tadaaa Goro 1923 785750 654000 Calcic Van toft <100 LV G 0 NE-SW LE// 05 >100 m u AU D N >125 cm V/MC W W M/S U U S/l/R/S U cunu CA4/HE2 BOL3O-A16 AW 25/06/09 24/06/09 Uaauxa 4 Abella Goro 1922 785750 654400 Hapl.c Nttisolsols <100 LV F D N-S LE// 03 50 m u AU D N >125 cm F/S N N M/S N N S/l/R/S N su HE 616 BGL3O-A19 AW Fa»d 4 Tad ate Coro 1927 785750 654(00 Haptic NilttolioU <100 LV F D WE-SW N/N/N 03 <150m u AU 0 c >125 cm C/S V N WM N N SZ1/R/S U CU CA4 617 0Gi.30 AJO AW 24/06/09 AbreAamB Ka/uean Go<0 1917 765750 655200 Haptic N.tiolioll <100 LP C H WE GUI 04 <100 m u AU o >125 cm c/s MW N M/S N N S/V/R/S N 3U/CL) HE1/CA4 616 UGL3O-A21 AW 24/06/09 Dan* 5 Fbyat Goro 1981 785750 655600 Hapltc Nrti I Of sols <100 LP F L N-S N/N/N 03 >120 m u WU 0 c >125 cm Fs/ca M N M/S N N R.S/I/A/S N CL4VL2 .•su HE/CA4 619 BGL3O-A22 AW 24/0609 Fnd.U 4 tAJvaw Go-o 1913 785750 656000 Haptic NrtisoJsoU <100 LV F L NS AT,L£// 03 150m u AU’ 0 N >125 cm F/3 MA N U/S N N S R/2/A/S N IU/CU HE1/CA4 620 BGL3O-A23 AW 24/06/09 Maui net Abate Goro 1911 785750 856400 Haplc Nitisolsoli <100 LV F D NE-S LE// 03 ISC m u AU D N >125 cm F/S M N ws N N S/l/A/S N CU CA4 621 BGL3O-A24 AW 24/06/09 Ma4u<ta4 Abate Go/o 1913 785750 656800 Haptic Niiisoliols <100 LV F 0 NE-S LEX 03 150 m u AU 0 N >125 cm F/S 0 N UZS N N S/l/A/S N CU CA4 Fail A 622 I BCL3O-A25 A'W 33/06/09 Goro 1915 765750 657200 Hapke Nltisolsols <100 LV G D N-SW LE/Z 05 150 m u AU 0 F >125 cm F/C M W MAN U U N/N/N/N N a.4 CA4 623 UGL3O-A26 AW 01/07/09 Da—1 4 Ekyat Goro 1926 785750 857600 Haptic Nitisoisola <100 LV U u N-S AT// C5/06 <50 m u-c co/ M C >65 cm M F/S.D F N S/R N N S R/2/A/M N B.MU HE/FN2 DGLJO-MI AW 21/07/09 Enda* 4 F/Ma<Um Goro 1774 785750 664SOC Haptic Nd/solaois <100 LV FC L W-E ATX 04 150 m u CO/AL D N >125 cm A/S MC M-W N MAN N N N/N/N/N H CLVSU CA401E 25/06/09 Erste* a F/Uanam inanni 1967 785500 652400 Vartic loptoaola <100 LV FO 0 NW-SE AT// 05 >IOOm u AU D N >125 cm M F/S 0 M-W N MAN N N S.RH/A/S N CL2/CL1 CA4/HE 25/06/09 FMlk a F/Marlarr. tnanru 1958 785500 652800 Verve Laptosols <100 LV G D N-S N/N/N 05 150 m u AU D N >125 cm A.c/S.o M/W N M/W N N N/N/N/N N CU CA4 Endafli 4 25/06/09 ir.anni 1946 785500 653200 Haptic Nttisolsols <100 LV G □ WN-ES N/N/N 05 150m 1 AU D N >125 cm MF/S.U W N MAN N N N/N/N/N N CU CA4 FaUa Goro 1935 785500 653600 Vonc Leptosc/t <100 LV F 0 NW-S GUO 5/5 03 >200 m u AU 0 M >125 cm M/MC,3 M W M/S U U NX4/N/N U CU CA4 626 Fetda 785500 854000 VorLc Lepioiofs <100 LV F D NE-SW GUO 10/10 03 150m u AU D vr >125 cm V/MC W w M/S U U S/l/R/S u m/cu CA4/HE 629 630 t)OL J 1 'A t 7 BGL31A16 AW 2 5/0609 MaaufiaA Abate Goro 1924 785500 654400 Cakuc Vonscls <100 LV F D N-S Udi 03 100 m u AU S c >45 cm C/S N N WAN N N S/l/R/S N to HE Faa.H Final featlblUty Study .a.art WWOSC In AS tad* tlen wrth ICTBale Gaddul* I Mg Hi on Project MoropholoQlcat Characterises o< Auger Hole Fleet FeatIblllty Mudy Report ■ta •1 C h X E 1 5 cfederal Democratic Republic of CtKIopG MlnliVy el Water Ratourert raaalHUty Studv and DrtaB Dr»ig« of Bak Cadut* Irrigation Frojacl Region Oromu Zone Balo Agro-cllmetle »one Weyenadega Annu 4.1: Data bate to* Auger Hole Oaicrlptlon lo4l Survey Study Bala Gaddula Irrigation Project Morophological ChanctenUci of Auger Holo e i 1s 1 1 i a 5 ■w a S 1 3 5 fp 111 L h 1P 1 tl ii-i f£cL i: Ik II ll k 2 W JU. IL 1 ih 1 h- HAxjL Sll 1• fl hi u fl t H 722 BGL37-A47 AA 10X77X79 £/toe*4 F/Uanam _ _ Goro 1734 784000 666000 Hbpllc Nrfeiolaoli <100 LV F D SW-NE LE// 04 >200 m u AU 0 N >125 cm v/c.s w N LEW N N S/1/A/S N CL2 CA4 723 BGL3&-A23 AA 30X76X7$ Ma*u.a Goro 1882 783750 656400 Hiplic Nitiialsoll <100 LV F 0 N-S LE// 03 120 m u AU 0 N >125 cm N N N U/S N N S/1/U/S N CU CA4 724 0GL3&-A24 AW 304Z/09 Uekjxw Goro 1873 783750 656800 Haplic Nrtitolaoli <100 LV F D N-S LD/ 03 100 m u AU 0 N >125 cm N N N M/S N N S/1/U/S N CLV8U HE/CA4 725 BGL36-A25 AA 01/07708 Erxlak 4 FA4*rd.m Goto 1874 783750 657200 Verbc Leptoioli <100 LV F D NE-SW . N-S AT.LE// 04 150 m u AU 0 N >105 F/SB M-W N MAV N N S.R/I/A/S N CLV1J X3L1 CA4.HE 728 8GL38-A26 *A 01/07/08 EMefc 4 iFAAanam Gore. 1882 783750 657600 Caidc Verbtoil <100 LV F L N-S NE-SW LU/ 04 150m u AU D N >125 cm F/S B w-v N WAV N N Nft^WN N CL2 CA4 727 8GL38-A27 AA 01/07/08 Fa J I 1M*u Goro 1881 713750 658000 Calcic Vert toll <100 LV F 0 N-S LEX 04 150m 1 AU 0 VF >125 cm VF/C S M W M/S U U kVN/N^ N C14/OL2 CA4/HE2 728 8GL38-A28 AA 01/07/08 Faui Tadaoa God 1874 783750 658400 Calcic Verbi ole <100 LV F 3 N-S LEX 03 150m 1 AU M V M VFCS M-W w M/S U U N/N/N/N N CLVOU CL4 728 BGL36-A28 AA 06//07/08 Om< AEaya. Gore 1173 783750 658800 Calcic Verb toll <100 LV FG N-S N/N/N 03/04 >120m u AU D N >125 cm N M N MAV N N R S/1/A/S N C4.2AL2 CA4/HE 730 BG138-A3C AW 06X77X7$ Dawe 4 t »r«» Goo 1880 783750 658200 CataeVertNoli <100 LV F N-S LEX 03 150m u AU D N >125 cm N MW N M/S N N S/1/A/S N CL2/SL2 CA4/HE 731 BGL38-A31 AW 07/07/08* MaAuria 4 AfeaU Goo 1877 783750 658600 Caloc Vartitoh <100 LV F N-S G1/0 2/0 2 03 >80 m u AU 0 N >125 cm N N N M/S N N N/N/N/N N 8U HEX-M 732 BGL38-A32 AW 07/07/08 Maaurd 4 AOata Goo 1800 783750 680000 Verbc Leptoioli <100 LV F N LE// 03 >100 m u AU D N >125 cm C/S N N M/S N N S/1/U/S N CLML2 HE/CA4 733 BGL36-A33 AW 2^0008 a At-rta Goo 1875 783750 660400 Hapke Nitiio/ioit <100 LV Gt N-S L£// 04 15 m u AUCO S N 50 F/S N N LVW N N S/1/A/S N 8L1 HE 734 BGL36-A45 AW 10X77/0$ 0a-« 4 EOyM Gtxc 1773 783750 665200 Hepta: N.ltdiolt <100 LV G4 W-E N/N/N 05 >50 m v.l COZ M F 80 CF/S.B FM N S/R N N RSn/AA/ N CL4/8L2 4U HE/CA4 735 BGL38-A46 AW 08X77/0$ Fail 8 T»4««4 Ckxo 1765 783750 665600 HepAc Nibioitolt <100 LV UC S-N LE// 06 >100 m 1,T CO/AL O VF >125 cm VF/C M W M.-W U U N/N/N/N N CLe CA4 736 BGL18-A47 AW 06X77/0$ End** 4 F/U*r.*m Goo 750 783750 666000 Hep «C NA id toll <100 LV FG S-N N/N.N 04 150m u AU 0 N >125 cm F/C.S W N UM N N N/N/N/N N CU CA4 737 BGL38-A23 AO a 300X7$ AW* Un>« 4 Goro 863 783500 6564 00 Hapke NrtitoiMH <100 LV T C NS N/N/N 08 >50 m 1 BT/ M M/S8 N N w/v N N S/3/A/M N 8U HE 736 BG4J8-A24 AA Abet* 3006X78 Goar 118 783500 656800 Vert/C Leptotdi <100 LV F C N-S LE// 03 100 m u AU 0 N >125 cm N N N M/S N N S/VU/S N CLl CA4 738 BGL38-A25 AW 01/07/08 Enda* 4 FManam Goro 871 783500 •57200 Cetec Verbids <100 LV F 0 NE-SW LE// 03 150 m u AU 0 N >125 cm F/C.S W N M/S N N N/N/N/N N CU CA4 740 BGL38-A28 AA 01X77/08 End*U a F/Manam Goro 1875 783500 857600 Cbloc Verb id 1 <100 LV F 0 NE-SW IE// 03 >200 m u AU D N >125 cm M C/S B W N M/S N N S/1/A/S N cu CA4 741 BGLJ8-A27 A/r IFmB 4 01X77/08 ; Tadme Goro 1178 703500 656000 Hapke NAidedi <100 LV 00 N-S l£// •r 04 150 m 1 AU 0 VF >125 cm VF/C M W M/S U U N/N/N/N N CL2 CL4 742 BGL39-A2B AV/ IFmI I 01/07/0$ T»a»** Coro 1871 783500 658400 Hapke Nrtiidadt <100 LV G0 N-S LU/ J 05 >100m 1 AU D VF >125 cm VF/C M M/S U U N/N/N/N N CO CA4 743 DGL30-A28 AW EAfekt 06X77/06 j f Aunam Goro 1870 783500 6588X HepU Nd/ toll Oil <100 LV FD NE-SW ATOM// 03X34 >l00m 1 AU D N >125 cm F/S W M/S N N SH/2/A/S N CL1/8L2 XJL1 CA4/HE 744 BGL38-A30 AA I Mda* 4 06X77X7$ FXda/em Goro 1174 783500 658200 Kept: Nuiadeoia <100 LV F L NE-SW AT.G4V0 2/I 03 150 m u AU D N >l25cm F/S B W M/S N N N/N/N/N N cu CA4 745 BGL38 A31 AA 07/07/08 AM* 8 Abate Goro 1174 713500 658600 Verbc Leptoidi <100 LV F D N-S GMO 4/0 2 03 <40 m u AU 0 N >125 cm N M N M/S N N S/1/LXS N 8U HE 746 BGL36AJ2 AW 07/07/0$ trwi 4 A«ra Goro 1880 783500 AATYYY1 Verbc Leplotdi <100 LV F D N-S GL/0 1/0 2 03 >100 m u AU 0 N >125 cm N N N M/S N N 3/1/U/S N CL8 HEXA4 747 BGC39-A33 AW 25X76/38 daavra 4 Abera Goro 1668 783500 660400 Calcic Virtiidi <100 LV F 0 N-S LEX 03 15 m u AU 0 N >125 cm N N N M/S N N S/t/TtrS N CU CA4 748 3GL38 A34 AW 2C/09W k»a>n*<-i rjeada* Goro 890 783500 660800 Hapke NAidede <100 LV UH N-S N/N/N 06 >50m c COZ V H 20 M/S.D N N M/W N N 8/t/fUS N CO CA4 74B BGL3tAJ5 *A 26XX/08 aa/4 Ta4«w GO/O 7010 783500 661200 Verbc Leptoioli <100 LV RL N-S LEX 07 30 m u AU M M 60 M/MC.S N N W/S U U N/N/N/N N CL4AMJ CA4 750 BGL38-A46 AO 0-8/07/3$ aa(4 ra4e«a Goro 784 783500 665600 Verbc Leptoioli <100 LV RM BW-E N/N/N 07 <40 m u WE/ M M/C N N W/R u U R/1/RjTS N GU HE2 751 BGL38-A47 AA C 06/07/0$ Mik 4 f/KUriam Goro 762 783516 666000 Cetec VeXiide <100 LV GU L SW NE S-N ATX 05X6 150m u AUCO 0 N >125 cm M.C/MC.8 W N M/R N N 5 R/1/A/S N CU CA4 WWVM Io A**ao*t.o« ICT Pan H Final I aeubOlty Study Report Hii—f *•> rjrede til DamociaUt Republic of Ethiopia- Mlnlalry of Waler Retourci feailbUlty Study end Deled Deil«n of Bale Cadula litigation Pto|ert Annei 4.1: Date beta for AugBT Hole Doacrlpllon Soil Survey Study WWDSI In Aaaocauon wilh ICT Pate 2i fine) feailbillty Study Report<F"»f *I|J|I I’WIl If* JJt hmm U4«rpenv M 1WJMM i 3H rwrt N rw/z/s « N N M/M N S/A u»SZK N 0 nv □ w 09> w N/N/N 3M 1 0 A3 00l> l«i0|tJ03 3»voA OOSO/9 000C9Z M9l ijof) «iM) 1 60//0/PI MV B9V-K3O8 Z6Z ran no N SNI/S n n S/W M M N unSZK N a nv n ui 09 < so //JI 3N’MS rt D Al 00l> •tototdai jv«A 00P0Z9 000C9Z 9591 o«0 BO/ZOrtl MV 89V-IP39S 95/ 7»t«l Z3H >33/nc N S/Wl/S n n S/W M W N m»«K N a HY n ui 0C< 90 //33 3N-S a n A3 00l> S|OS<v»ax>|«3 0000/9 000C9Z ZHI o/oO eor/OAi MV ZWK3D0 96/ 3H FIB N s/n/i/s N N s/n N N S/d w’SEK N a nv n w05< CO //33 3SN i d A3 001 > «]MCHdaTW»A 009-599 000C9Z CUI ox>o •jryr » •vnwri 60/Z(V£l MV 99V-LUSH) >6/ 3H/PVO no/ ns/r» N A/V/Z/H N N /WMW N M s on/d n unttK N 0 IV/03 I WOOK LOW MV MS-3N i vnt S/A3 )S«.O01 ijoioid»3 >U»A 00E499 OOOC8/ LHl ejoo (50/Z Ort I MV SSV-K1OH tez t 3M/PV3 ns/ ns/no N S/V/iftj s N N v.n N nd Sffd «/□«»< N 0 nv n u/00l> CO MV MN-3S i 9J A3 00l> fptqdaq >paA 009999 OOOC9Z CPZ1 0/00 «y/.o/ci MV rSVl»3DB 3H/PVD ns/ rwno N s/vn/s N N myi N aj S/A un$EK N 0 nv n. w 0C» CO //331V 3S-3N i ,d A3 00l> »|0»«V»A»i«3 00r999 ooocaz 0»Z L o>oo ’•^3 v! 50//0/CI a^al MV csv-1 PIDfl tli 16/ 3H/PVO KD/VI3 N SAT/l/S N N S/M N M-n S/d W9$£|< N 0 nv n w(Xl CO MV 33 3M a d A3 001> no«M«A *5|»3 000999 ooocoz EP/l o/oo 4^ZCVH MV ZSV IP398 8 OW3 PYD no N S/V/l/S N N s/n N M SO/d ungj|< N a nv n w«i CO ZZ33 3M a d A3 001 > •lo««uaA 9pt«3 009/99 000C9Z 9V//1 aioo MMOai MV I9VIP3DS 06/ «8Z 1 «l«*'3 PVO no N W/Vrt/fcS N N wn N M 3'0S/W unSCK N a IV/03 n u/OOK so MV 3M l no A3 00l> jp«iyOA>5l»3 DOOC9Z U£l aioo uMlZVfVa 1 MVZOrtO MV ZPVIP390 88/ 3H naiio N N/N/N/N n n M/H N N sov unCt V s 3WO3 i WOOK so 03 3 MN a 0 A3 00l> rjoiiuaA o«i»3 519-599 99GZ9Z 56/1 ox>o 6c/za*o MV 9»V I >300 ZVZ tn«j PVDZ3H 510/ nans N S/V/Z/M S NN aww N W s/w un (p< N M 3M/00 n WOOK /C/90 MV SN H/n S/A3 IS<AX)P ijotiuaA 3PI«3 00CZ99 000C9Z >Z9l OX3Q uMi/rrva t ***-3 5O/90/9Z MV ZCVIP3O0 99Z 3H/PVO ITO/ nvrw N W/V/Z/B s N N H/S N d □ son UOOC A S /03 l-A w00l> 90 MV SN l no A3 00l> ijmiioa spi»O 009199 OOOC0Z 9/91 QJO9 t«A»l3 t 2—0 ^rzxvoz MV 9CV-K3O8 S9Z PV3 ntvno n N/N/N/N n n M/n N N som wa £EK N 0 nv n WOEK 90 m S-N a n A3 001 > tpaipsA oof»3 COZ 199 000C9Z 9SBI ox>9 n«o«l t r^i eOT9CV9Z MY gcv-i>3oe rsz PVO/3H ns/ n*j/no N S/M/i/S N N S/H N M N W3«K N 0 nv n w 00 K £0 iohd 3-M M d A3 001 > ipactdoT 3<u>A 008099 ooocez 8991 OX>9 5O/9&9Z MV KV-IP39R C9Z :L h il h yp I" VA 1! T jr TTT *3i ?! f5 4 "TV U o £ Td K T7T H ’H T71 --- *1--- hi ? 2 ■ $ H IF s ---------------- »----------------- & n -• 8 s c ■ k af ** 2 o 3 I$ X 1 < o s 5 n J 6 K Js TTT sl 1 «Oop«u*X»M »uox 3fi>uii|>-Qj8v »,«0 ouo2 tiujqjo uoiBa^ >]OH JoBny jo aaiiuapuaqo |»9|Bo|oqdajOrt pafo/d uO||aB|xi| »|npp»g ^tg Apnis AMM{ps uo||d|DUQ »|eH jalny snq ma : l»fOM wuuv m/noui( mi«m »o t|np*O *t«l »O o»j*»a |r*L»a p«« ApmsAlinqjrwej «|<of>nl ;o xwdaft jpano—a |a*P»1IFederal Democratic Republic of Ethiopia- M'nlatry of Water Resource* Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Data base tor Aujer Hole Descrtj Soil Survey S g nn Bale Gadula Irrigation Project Morophologlcal Characterstlcs of Augor Holo ■:W K ■ Mottles ’•S ,<(a/coSI)r. wH i Rock ftFragmentg ;■ 1 BGL42A24 0-20 10YR3/1 N/N C N/N N/N/N/N/N ST BGL42A24 20-80 10YR2/1 N/N C N/N N/N/N/N/N ST BGL42A24 80-125 10YR2/1 N/N C N/N F/WH/B/K/N.C EX 2 BGL42A25 0-20 7.5YR2.5/1 N/N C N/N N/N/N/N/N N BGL42A25 20-75 7.5YR25/3 N/N 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 N/N F/WH/H/K/N ST BGL42A26 30-70 10YR2/1 N/N C N/N M/WH/B/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 N/N C/WH/H/K/N ST 0GL42A27 75-125 10 YR 2/2 N/N C N/N A/WH/B/K/C.N 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 N/N N/N/N/N/N ST BGL42A29 30-75 10YR3/1 N/N c N/N F/WH/B/K/N.S ST BGL42A29 75-125 10YR2/1 N/N c N/N F/WH/B/K/N.S EX 7 BGL42A30 0-25 7.5YR2.5/1 N/N c N/N N/N/N/N/N N BGL42A30 25-75 7.5YR3/4 N/N SIC N/N N/N/N/N/N SL BGL42A30 75-125 7 5YR3/3 N/N c N/N F/BL/H/Mn/N SL 8 BGL42A31 0-25 2.5YR3/4 N/N CL N/N 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 N/N N/N/N/N/N N 9 BGL42A32 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N SL BG1.42A32 25-60 10YR2/1 N/N c F/FM F/WH/H/K/N MO BGL42A32 60-80 10YR2/1 N/N c F/FC F/WH/S/K/S ST 10 BGL42A33 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N N BGL42A33 20-40 10YR2/2 N/N c N/N F/WHJH/K/S ST BGL42A33 40-125 10YR2/1 N/N c N/N F/WH/H/K/S ST 11 BGL42A34 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST E1GL42A34 20-60 10YR2/1 N/N c N/N F/WH/H/K/N EX BGL42A34 60-80 10YR2/1 N/N c N/N CAVH/BOI.S EX 12 BGL42A35 0-25 10YR3/1 N/N SIC N/N NN/N/N/N MO BGL42A35 25-80 10YR2/1 N/N" “c N/N VF.F/WH/S/K/S MO BGL42A35 80-125 10YR2/1 N/N c N/N 13 F/WH/H/K/N ST BGL42A36 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL42A36 25-15 10YR2/1 N/N c N/N N/N/N/N/N BGL42A36 MO 75-125 10YR3/1 N/N c 14 V/C V/WH/B/K/C.N BGL42A37 ST 0-20 10YR3/1 N/N c N/N V/WH/H/K/N BGL42A37 20-60 SL 10 YR 3/2 N/N c N/N F/WH/H/K/N BGL42A37 60-125 ST 10YR2/1 N/N c F/F 15 16 M/WH/H'K/N DGL42A38 BGL42A43 BGL42A43 0-20 0-20 EX 10YR3/1 N/N SIC F/FM F/WH/B/K/N.S SL 20-60 10 YR 3/2 N/N c c N/N V/F N/N/N/N/N N/N/N/N/N BGL42A43 60-80 SL SL 10YR2/1 N/N 17 c F/F BGL42A44 F/WH/H/K/N 0-20 ST 10YR3/1 N/N SIC N/N BGL42A44 N/N/N/N/N 20-55 N 10YR2/2 N/N 18 c N/N BGL42A45 0-15 N/N/N/N/N 10 YR 3/1 SL N/N Sic N/N BGL42A45 N/N/N/N/N 15-45 10YR2/2 N/N SL 19 c F/F BGL42A46 0-25 N/N/N/N/N 10 YR 3/1 SL N/N c N/N BGL42A46 N/N/N/N/N 25-65 10YR2/1 SL N/N c N/N BGL42A46 65-90 F/WH/H/K/N 10YR2/1 MO N/N 20 c F/FM BGL42A47 0-30 F/WH/B/K/N.S 10YR3/2 ST N/N c N/N BGL42A47 r/WH/H/K/N 30-90 10YR2/1 N/N c ST N/N BGL42A47 V/WH/H/K/N 90-125 10YR3/2 N/N c ST N/N 21 BGL42A51 VFF/WH.RE/H.S/K.Fe/N.S 0-20 10YR3/2 ST N/N c N/N BGL42A51 N/N/N/N/N 20-85 10YR2/1 N/N c ST N/N BGL42A51 85-125 V/WH/S/K/N.S 10YR2/1 N/N c ST F/F 22 C/WH/H/K/N BGL42A52 0 25 10YR3/2 N/N c EX N/N N/N/N/N/N BGL42A52 25-85 10YR3/1 N/N c ST N/N F/WH.RE/H S/K.Fe/N S • BGL42A52 85-125 10YR2.5/1 N/N c ST F/F F/WHRE/HS/KFe/NS ST WWD1C H Alwxial Ion wllh ICT Facet f otiwuty Mponfederal Democrats Republic of Ethiopia- Miniatry of Water Rwourrei Feaalbllhy Study and Detail Dealgn of Bale Gaduta Irrigation Project Anne* 4.1 : Gala baaa for Auger Hole Deicrif Soil Surveys Bale Gadula Irrigation Project Moropholoalcal Characterstics of Auger Hole wj****-- • Depth, (cm) ■ Colour 1 . .(mo)LUL^ ' Mottles / ’Ka/coSI] Texture’. Rock,;- Fragment ■ ( •« ,.f . N< dules ' (a'cofh.’n'k) ■ , ■' V ',- fflD • ME • Code’ CaCo3 23 BGL42A53 0-30 10 YR 3/1 N/N C NUN V/BL/H/Mn/N ST BGL42A53 30-80 10YR2/1 N/N C N/N F/WH/8/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 KUN c KUN V/WH/H/K/N ST BGL42A54 30-80 10YR2/1 N/N c N/N F/WH/S/K/S EX BGL42A54 80-125 10YR2/2 N/N c KUN V/WH/S/K/S EX 25 BGL42A55 0-20 10 YR 3/2 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 KUN 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 KUN 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 BGL42A58 0-20 10YR3/1 N/N SIC N/N N/N/KUK/N EX BGL42A58 20-75 10 YR 3/2 N/N c KUN F/WFUS'K/SC EX BGL42A58 75-125 10YR2/2 KUN c N/N V/WH/S/K/S EX 29 BG1.42A59 0-20 10YR2/1 KUN c N/N N/N/N/N/N ST BGL42A59 20 85 10YR2/1 KUN c N<N V/WH/S/K/S ST BGL42A5S 85-105 10YR2/2 N/N c KUN N/N/N/N/N ST 30 BGL42A60 0 20 10YR3/1 N/N c KUN N/N/N/N/N EX BGL42A60 20-75 10YR2/2 N/N c KUN N/N/N/N/N ST BGL42A60 75-125 10YR2/1 N/N c N/N V/WH/HWN EX .'31. SBGL42A61- --- •A-*s 7?-- 7 : KUN •■ - ■////■ ■j ■' .. .V. 32 i BGL42A62 0-25 10YR3/1 N/N c N/N N/N/N'N/N MO BGL42A62 25-75 10YR2/1 KUN c KUN F/WH/B/K/N.S ST BGL42A62 75-125 10YR2/2 N/N c N/N VF.F/WH/S/K/S ST 33 BGL43A24 0-25 10YR3/1 KUN c N/N N/N/N/N/N ST BGL43A24 25-75 10YR2/1 KUN c KUN’ F/WH/B'K/N.S ST BGL43A24 75-125 10 YR 3/2 KUN c KUN N/N/N/N/N EX 34 BGL43A25 0-20 10 YR 3/2 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 8GL43A25 65-125 10YR2/1 N/N c KUN F/WH/H/K/N ST 35 BGL43A26 0-25 10YR3/1 N/N c KUN V/WH/H/K/N M0 BGL43A26 25-75 10YR2/1 KUN c KUN F/WHTVK/N ST BGL43A26 75-125 10YR2/1 N/N c KUN MWrUB/K/C.N ST 36 BGL43A27 0-30 10YR3/1 KUN c KUN V/WH/H/K/N ST BGL43A27 30-80 10YR2/1 KUN c KUN CAWHX'N EX 8GL43A27 80-125 10YR2/2 N/N c KUN M/WH/H/K/N EX 37 BGL43A28 0-20 10YR2/1 N/N SIC N/N N/N/N/N/N SL BGL4 3A28 20-90 10YR2/2 NUN c KUN F/WH/S/K/C ST BGL4 3A28 90-125 10YR2/1 KUN c KUN F/WH/S/K/C ST 38 BGL4 3A29 j 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BG«3A29 25-70 10YR2/2 KUN c KUN F/WH/S/K/C M0 BGL43A29 70-125 10YR2/1 KUN c KUN' F/WH/S/K/C ST 39 BGL43A3O 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL4 3A30 20-50 10YR3/1 KUN c KUN V/WH/S/K/S EX BGL43A30 50-125 10YR2/1 N/N c KUN F/WH/S/K/S EX 40 BGL4 3A31 0-25 2 5 YR 3/4 N/N SIC KUN N/N/N/N/N N BGL43A31 25-75 2.5YR2 5/4 KUN c KUN N/N/N/N/N N BGL43A31 75-125 2.5YR3/6 KUN c KUN N/N/N/N/N N 41 BGL43A32 0-25 10YR3/1 V/F/R.B c KUN N/N/N/N/N SL BGL43A32 25-60 1CYR2/1 /F/RB.GR c KUN N/N/N/N/N MO BGL43A32 80-125 10YR2/1 F/GR c N/N N/N/N/N/N ST 42 BGL43A33 0-20 10YR3/1 N/N c KUN N/N/N/KUN N BGL43A33 20-85 10 YR 2/2 N/N c KUN N/N/N/N/N N BGL43A33 85-125 10YR2/1 N/N c N/N N/N/N/KUN N 43 BGL43A34 0-20 10YR3/1 KUN SIC N/N V/WH/H/K/N ST BGL43A34 20-50 10YR2/1 KUN c N/N f/wh/h/k/n L EX 3GL43A34 I 50-125 10YR2/1 KUN c KUN VF.C/BL WFUH B/Mn.K/N S EX Final Fe.dMjtf Juad,Federal Democratic Republic of Ethiopia- Ministry of Water Resources FessfbKKy Study and Detail Design ot Bale Gadula Irrigation Project Annea 4.1 : Data base for Auger Hole Deecrtp Bale Gadula Irrigat ion Projcc Moropholo qical Charact erstics of Auger Hole I® j ^Codo- 'rk Wi (moju/L^r; ?;- T Mottle s~ . .(.i/coSI)' MR- 4-FragmcnTL, . BGL43A35 (a/co/b/rWk) 0-25 2.5YR2.5/1 N/N SIC N/N NNN/N/N N BGL43A35 25-60 2.5YR2/1 NN c NN NNN/N/N N BGL43A35 60-125 2.5YR2/1 N/N c NN F/WH/S/K/S SL 45 BGL43A36 0-25 10YR3/1 NN c NN NN/N/NN EX BGL43A36 25-70 10YR2/1 N/N c NN M/WH/8/K/C.N EX BGL43A36 70-125 10YR2/1 NN c NN OWH/B/K/C.N EX 46 BGL43A37 0-20 10 YR 3/2 N/N c N/N NN/N.'N.'N SL BGL43A37 20-55 10YR3/1 NN c NN VA/VH/H/K/N 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/K/N ST 48 BGL43A39 0-25 10 YR 2/2 NN SIC NN NNNNN SL 49 BGL43A40 0-20 10YR3/1 N/N c NN F/WH/H/K/N EX 50 BGL43A41 0-10 10YR3/1 NN c NN NNN/N/N EX BGL43A41 10-30 10 YR 2/2 N/N c V/FM V/WH/H/K/N EX 51 BGL43A42 0-25 10YR3/1 N/N c N/N NN.TVNN ST BGL43A42 25-85 10YR3/2 N/N c NN C/WH/H/K/N ST BGL43A42 85-125 10YR2/1 N/N c NN C/WH/H/K/N EX 52 BGL43A43 0-20 10YR3/2 N/N c NN NNNNN ST BGL43A43 20-65 10YR3/1 N/N c NN V/WH/H/K/N ST BGL43A43 65-125 10YR2/1 N/N c NN F/WH/H/K/N ST 53 BGL43A44 0-20 10YR3/2 N/N SIC NN N/N/NN/N SL BGL43A44 20-70 10YR3/3 N/N c NN F/WH/S/K/N ST BGL43A44 70-125 10YR2/2 N/N c NN F/WH/S/K/N ST 54 BGL43A4S 0-20 10YR3/1 N/N SIC NN NNNNN SL BGL43A45 20-55 10YR2/2 N/N c NN NNNNN SL BGL43A45 55-125 10YR2/1 N/N c NN FAVH/H/K/C ST 55 BGL43A46 0-25 10YR3/1 NN c NN 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 VF/WH/H/K/N ST 56 BGL43A47 0-20 10YR3/2 N/N c NN VIWH/H/WN SL BGL43A47 20-65 10YR3/3 N/N c NN F/WH.RE/H.S/K.Fe/N.S SL BGL43A47 65-125 10 YR 3/4 NN c NN F,C/WH.BL.RE/H.S/K.Mn .Fe/N.S SL 57 BGL43A48 0-20 10YR3/1 N/N SIC NN NNN/N/N N BGL43A48 20-60 10 YR 2/2 N/N c NN F/WH/S/K/C ST BGL43A48 60-125 10YR2/1 ' >vN/n * c NN F/WH/S/K/C ST 58 BGL43A50 0-25 10 YR 3/2 N/N c NN VF/WH/H/K/N MO BGL43A50 25-80 10YR3/1 F/GR c NN F/WH/B/K/NS ST BGL43A50 80-125 10YR3/1 VF/GR c N/N F/WH/S/K/S EX 59 n BGL43A51 0-25 10YR3/2 N/N c NN NNNNN ST BGL43A51 25-85 10YR2/1 N/N c NN NNNNN ST BGL43A51 85-125 10YR2/1 N/N c NN VAVH/H/KN EX 60 BGL43A52 0-20 10YR3/2 N/N c N/N WWN ST BGL43A52 20-55 10YR3/1 N/N c NN NNNNN EX BGL43A52 55-125 10YR2/1 NN c NN F/WH/H/K/N EX 61 BGL43A53 0-30 10YR3/1 NN c NN NNNNN ST BGL43A53 30-125 10YR2/1 NN c NN V/WH/SjWS EX 62 BGL43A54 0-30 10YR3/1 N/N c N/N VMHHX/N EX BGL43A54 30-80 10YR2/1 NN c N/N F.VF/WH.BL/B H/K.MrVN C.N EX BGL43A54 80-125 10 YR 2/2 N/N c NN V/WH/H/K/N ST 63 BGL43A55 0-20 10YR3/2 NN c NN NN/N/NN ST BGL43A55 20-40 10 YR 2/2 NN c NN NNNNN ST BGL43A55 40-100 10YR2/1 NN c NN F/WH/S/K/C EX BGL43A55 100-125 10YR3/1 NN c NN NNNNN EX 64 BGL43A56 0-25 10YR3/1 NN SIC NN NNNNN MO BGL43A56 25-70 10YR2/2 NN C NN F/WH/H/K/N ST BGL43A56 70-125 10YR2/1 NN c N/N F/WH/H/K/N STFedtral Democratic Republic of Ethiopia- Mlnlatry of Water Reaoureea Feasibility Study and Detail Deaign of Bate Gadula IrrlgaUon Project Annex 4.1 : Data base for Auger Hole Deicrlj Soil Survey S Balo Gadula Irrigation Project Morophological Charactorstics of Auger Holo '.ID • • . * 'r Coda;.--.' • ^Mottles ‘Via/coS# I'^rexturcS 1 ' a^<2■m«m .z — /.Fragment* SSfa/sl)^. .'CaCo3 ' 65 BGL43A57 0 25 10YR2/1 N/N C N/N N/N/N/N/N MO BGL43A57 25-80 10YR3/1 N/N C N/N VF/WH/S/K/S ST BGL43A57 80-125 10YR2/2 VF/GR c N/N N/N/N/N/N ST 66 0GL43A58 025 10YR4/1 N/N c N/N V/WH/H/K/N EX BGL43A58 25-75 10YR3/1 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 BGL4 3A59 15-80 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A59 80-125 10YR3/2 N/N c N/N N/N/N/N/N ST 68 BGL43AC0 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL4 3A60 25-90 10 YR 2/2 N/N c N/N F/RE/S/K/C ST BGL43A60 90-125 10YR2/1 N/N’ c N/N F/WH/S/K/C ST 69 BGL43A61 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL43A61 25-85 10 YR 2/2 F/GR c N/N F/WH/H/K/N EX BGL43A61 85-125 10YR3/1 VF/GR c N/N VF/WH/S/K/S ST 70 BGL43A62 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL43A62 25-85 10YR1/1 N/N c N/N VF/WH/S/K/S ST BGL43A62 85-125 10 YR 2/2 F/GR c N/N F/WH/B/K/N.S ST 71 BGL43A63 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL43A63 25-80 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A63 80-125 10 YR 2/2 N/N c N/N V/WH/H/K/N EX 72 BGL43A64 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL43A64 20-90 10YR2/1 N/N c N/N N/N/N/N/N ST BGL43A64 90-125 10 YR 3/2 N/N c N/N N/N/N/N/N EX 73 BGL44A25 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL44A25 25-60 10YR2/1 ’ N/N c N/N F/WH/H/K/N ST BGL44A25 60-125 10 YR 212 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 10YR3/2 N/N c N/N C/WH/B/K/C.N MO BGL44A26 65-125 10YR3/4 N/N c N/N C/WH/B/KJC.N ST 75 BGL44A27 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL44A27 25-60 10YR3/1 N/N c N/N N/N/N/N/N ST BGL44A27 60-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 76 BGL44A28 0-25 2.5YR2 5/1 N/N SIC N/N N/N/N/N/N N BGL44A28 25-60 2.5YR3/6 N/N c N/N ------ N/N/N/N/N N BGL44A28 60-125 2 5YR2 5/4 N/N c N/N N/N/N/N/N N 77 BGL44A29 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL44A29 20-100 10 YR 2/2 N/N c N/N F/RE/S/K/C ST BGL44A29 100-125 10YR2/1 N/N c N/N F/RE/S/K/C ST 78 BGL44A30 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL44A30 25-60 10YR3/1 N/N c N/N F/WH/H/K/N S EX BGL44A30 60-125 10YR2/1 F/RB c N/N M/WH/B/K/N.S EX 79 BGL44A31 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL44A31 25-60 10YR3/1 N'N c N/N F/WH/H/K/N ST BGL44A31 60-80 10YR3/2 N/N c VF/FM F/WH/S/K/S ST 80 BGL44A32 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL44A32 25-60 10YR2/1 N/N c N/N VF/WH/H/K/N MO BGL44A32 60-80 10YR2/1 N/N c N/N F/WH/B/K/N.S ST 81 BGL44A33 0-20 2 5YR3/6 N/N c N/N N/N/N/N/N N BGL44A33 20-60 2.5YR2.5/4 N/N c N/N N/N/N/N/N N BGL44A33 60-125 2.5YR2 5/3 N/N c N/N N/N/N/N/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 N/N C/WH/H/K/N EX 83 BGL44A35 0-25 2 SYR 3/4 N/N SIC N/N N/N/N/N/N N BGL44A35 25-80 2.5YR2 5/3 N/N c N/N N/N/N/N/N N BGL44A35 80 125 2 5YR2 5/4 N/N c N/N N/N/N/N/N SL 84 BGL44A36 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL44A36 30-80 10YR2/1 N/N c N/N M/WH/b/K/C N EX BGL44A36 80-125 10YR2/2 N/N c N/N A/WH/S/K/C EX 85 BGL44A37 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL 3GL44A37 2S-75 10YR2/1 N/N c N/N V/WH/H/K/N ST 3GL44A37 [ 75-125 10YR2/1 N/N c N/N f/wh^i/k/n EX WWDtt m A^Mxiarior wMh ICT final featiUUtyluidy H«ponFederal Democratic Repub'k cl Ethiopia- Mlnlatry of Water Reaourcn Feasibility Study and Detail Design of Bale Gadufa Irrigation Project Arusei 4.1 : Data base for Auger Hole Deocrt; Sod Survey S Bale Gadula Irrigation Project Moropholoqical Charactereties of Auger Hole &ib!$ Wiw r■ZcCWolourj® ftMottlos'Sj *»(a/coSI)v fJtTexturcV . :jfcragmenO£ - ; Nodules* S • /• (a/co/h/n/k) * ; Illi 86 BGL44A38 0-25 10YR2/1 N/N C N/N N/N/N/N/N SL BGL44A38 25-75 7.5YR2.5/1 N/N C N/N VF/WH/S/K/S ST BGL44A38 75-125 10YR2/1 N/N C N/N C/WHB/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 10 YR 3/1 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/9/KJN.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 10YR3/1 N/N C V/FM N/N/N/U'N ST BGL44A42 75-125 10YR2/1 N/N C V/FC N/N/N/N/N EX 91 BGL44A43 0-25 10YR3/1 N/N C N/N N/N/N/N/N ST BGL44A43 25-70 10 YR 3/2 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/WHWN 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 10YR3/2 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 7.5YR3/4 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 BGL44A48 0-25 2.5YR4/3 N/N CL N/N N/N/N/N/N N BGL44A48 25-80 2 SYR 3/4 N/N C N/N N/N/N/N/N N BG144A48 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‘/F 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 BGL44A51 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 "/WH/H/X/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/WWS/K/S 102 EX 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 103 EX 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 104 EX 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 BGL44A56 60-125 10YR2/1 N/N c N/N F/WH/H/K/N 105 ST 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 106 MO 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 WWDU In Allocation with ICT PataS I trial I •niWrty MuUy Rarert1 00'”1' r" ?,'?? of Ethiopia. Ministry of Water Resources rea.lbllhy Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Dita baw tor Auger Hole Descrlj Soli Surveys Bale Gadula Irrigation Project Moropholoqical Characterstics of Auger Hole Colour jinoJU/L (a/co/h/n/k) BGL44A59 BGL44A59 BGL44A59 BGL44A60 BGL44A60 BGL44A60 BGL44A61 10YR3/1 10YR2/1 10YR4/2 10YR3/1 N/N/N/N/N C/RE/S/FE/S F/RE/S/FE/S N/N/N/N/N 10 YR 2/2 F/WH/H/K/N 10YR2/1 10YR2/1 FMWWN N/N/N/N/N BGL44A61 BGL44A61 BGL44A62 BGL44A62 BGL44A62 BGL44A63 BGL44A63 70-125 0-25 25-85 10YR3/1 10YR2/2 VF/GR 10YR2/1 10YR3/1 VF/WH/S/K/S F/WH/H/K/N N/N/N/N/N VF/WH/H/K/N 85-125 10 YR 3/2 0-25 25-80 10YR3/1 10YR2/1 F/WHMWN N/N/N/N/N N/N/N/N/N BGL44A63 BGL44A64 60-125 10 YR 2/2 10YR3/2 V/WH/S/K/S N/N/N/N/N BGL44A64 10YR2/1 V/WH/S/K/S BGL44A64 95 125 10 YR 3/2 N/N/N/N/N BGL44A65 BGL44A65 BGL44A65 0-30 30-75 75-125 0-20 20-45 45-75 75-125 10YR4/1 10YR3/1 10 YR 2/2 BGL45A26 BGL4SA26 BGL45A26 2 5YR4/4 V/WH/B/K/NC N/N/N/N/N N/N/N/N/N N/N/N/N/N 25YR3/4 N/N/N/N/N 2.5YR2 5/2 BGL45A26 • 2 5YR3/2 N/N/N/N/N N/N/N/N/N BGL45A27 0-30 10YR3/1 V/WH/H/K/N BGL45A27 BGL45A27 30-75 45-125 10 YR 2/1 10YR2/1 F/WHWN CMWWN JJGL45A26 BGL4SA28 BGL45A28 BGL45A29 BGL45A29 0-20 20-90 90-125 2.SYR2.5/3 2 5YR3/4 N/N/N/N/N N/N/N/N/N 2.5YR3/6 0-25 25-60 10 YR 3/1 10YR2/2 BGL45A29 60-125 10YR2/1 N/N/N/N/N N/N/N/N/N F/WH/S/K/C F/WH/S/K/C BGL45A30 0-25 10 YR3/2 N/N/N/N/N BGL45A30 BGL45A30 25-75 75-125 0-25 25-60 10YR3/1 N/N/N/N/N 10 YR 3/1 BGL45A31 BGL45A31 10 YR 3/1 vF/FC N/N N/N/N/N/N N/N/N/N/N BGL45A32 0-25 10YR2/1 10YR2/1 N/N N/N VF/WH/H/K/N N/N/N/N/N BGL45A32 BGL4SA32 BGL45A33 25-80 10YR2/2 VF/FM N/N/N/N/N 80-125 0-20 10 YR 2/2 vF/RB VF/WH/H/K/N 25YR3/3 N/N/N/N/N BGL45A33 20-50 2.5YR3/4 N/N/N/N/N BGL45A33 BGL45A34 BGL45A34 BGL45A34 50-125 0-20 20-70 2.5YR2.5/3 10 YR 3/1 10YR2/1 N/N/N/N/N N/N/N/N/N F/V/H/iWN 70-125 10YR2/1 BGL45A31 0-25 2 5YR 3/4 C/WH/B/K/N.S N/N/N/N/N BGL45A35 BGL45A35 BGL45A36 BGL45A36 BGL45A36 25-80 80-125 0-25 25-75 75-125 2_5YR3/3 2 5YR3/4 N/N/N/N/N N/N/N/N/N 10YR3/1 N/N/N/N/N 10 YR 2/1 10YR2/1 10YR3/1 C/WH/H/K/N WWH/B/K/N.C BGL45A37 BGL45A37 0-30 F/WH/H/K/N 30-85 85-125 0-25 J0YR2/1 10YR2/1 10YR2/1 F/WH/SWS BGL45A37 BGL45A38 F/WH/H/K/N N/N/N/N/N BGL45A38 BGL45A38 7.5YR2 5/1 10YR2/1 VF/WH/H/K/N F/WH/B/K/S.N BGL45A39 BGL45A39 25-75 75-125 0-20 VF/Rc 10YR3/1 20 70 10YR2/2 10YR2/1 N/N/N/N/N F/WH/S/K/C BGL45A39 70-125 F/WH/S/K/C --------Federal Democratic Republic of Ethiopia- Mlnlalry of Walor Reiourxe* Feaalblllty Study and Detail Dcalgn of Bale Gadula Irrigation Projecl Annex 4.1 : Data baw for Aug ar Hole Deaonj SoU Surwy S Bale Gadula Irriqation Project Morophol glcal Characterstics of Auger Hole--------------------------- . Mottles i ffiatfcoSiB yzTcxture^ ii'/<2rnm -t; CaCo3.‘- 1.-/ 128 BGL45A40 0-20 10YR2/1 N/N C mi N/N N/N/N/N/N ST BGL45A40 20-60 10 YR 3/3 N/N SIC N/N V/WH/H/K/N EX BGL45A40 60-125 10YR3/2 N/N SIC N/N F/WH/B/K/N S EX 129 BGL45A41 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N EX BGL45A41 20-50 1DYR3/3 N/N c N/N F/WH/H/K/N EX BGL45A41 50-90 10YR2/2 N/N c N/N F/WH/H/K/N EX BGL45A41 90-125 10YR2/1 N/N c N/N F/WH/S/K/S EX 130 BGL45A42 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL4SA42 25-85 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL45A42 85-125 10YR2/1 N/N c N/N V/WH/H/K/N EX 131 BGL45A43 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST 8GL45A43 25-65 10 YR 3/1 N/N c N/N V/WH/S/K'C ST BGL45A43 65-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 132 BGL45A44 0-25 10YR2/2 N/N SIC NAM N/N/N/N/N SL BGL45A44 25-100 10YR2/1 N/N c N/N F/WH/S/K/N ST 8GL45A44 100-125 10YR2/2 N/N c NAM F/WH/S/K/N ST 133 BGL45A45 0-20 10YR4/2 N/N SIC N/N F/WH/B/K/S ST BGL45A45 20-60 10YR3/1 N/N c N/N C/WH/3/K/S.N EX 134 BGL45A46 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL45A46 25-90 10YR2/1 N/N c VF/FM V F/WH/H/K/N MO BGL45A46 90-125 10YR2/1 VF/GR c F/FM F/WH/H/KN ST 135 BGL45A47 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N SL BGL45A47 25-70 10YR2/2 N/N c N/N F/WH/H/K/N ST BGL45A47 70-100 10YR2/1 N/N c NAM F, C/WH.RE/H. S/K.Fe/N.S EX 136 BGL45A48 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N ST BGL45A48 25-55 10YR2'2 N/N C NAM F/RE/S/K/C ST BGL45A4B 55-125 10YR2/1 N/N c N/N F/RE/S/K/C ST 137 BGL45A49 0-25 10YR3/1 N/N Sic NAM N/N/N/N/N SL BGL45A49 25-80 10 YR 3/3 N/N c N/N F/WH/S/K/C ST BGL45A49 80-125 10YR2/2 N/N c N/N F/WH.RE/H/K/N ST 138 BGL45A50 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL45A50 25-80 10YR3/1 VF/GR c VF/FM VF/RE/S/Fe/S MO BGL45A50 80-125 10YR2/1 VF/GR c VF/FM F.VF/RE.WH/S.H/Fe K/S N ST 139 BGL45A51 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL45AS1 25-50 10YR2/1 ” N/N c VF/FM VF/WH/H/K/N ST BGL45A51 50-70 10YR2/1 N/N c F/FM VF/WH/SAOS ST 140 8GL45A52 0-25 10YR3/1 N/N SIC N/N V/WH/B/KAM.C EX BGL45A52 25-75 10YR3/2 N/N C N/N C/WH/B/K/NC EX BGL45A52 75-125 10YR2/2 N/N c N/N C.A/RE.WH/S.8/Fe,K/S,N C EX 141 BGL45A53 0-30 10YR3/1 N/N C N/N N/N/N/N/N EX BGL45A53 30-75 10YR2/1 N/N c N/N N/N/N/N/N EX BGL45AS3 75-125 10YR3/1 C/WH/B/K/C.N BGL45A54 BGL45A54 BGL45A54 0-25 10YR3/1 N/N/N/N/N 25-75 75-125 10 YR 2/2 V/WH/S/K/C ,S 10YR2/1 F/WH/S/K/C.S BGL45AS5 BGL45A55 0-25 25-70 10 YR 3/2 10YR2/2 V/WH/H/K/N N/N/N/N/N BGL45A55 70-125 BGL45A56 BGL45A56 10YR2/1 10YR3/1 10YR2/2 V/WH/H/K/N N/N/N/N/N BGL45AS7 0-25 25-60 60-125 0-25 25-50 50-80 0-25 F/WH/H/K/N BGL45A56 BGL45A57 BGL45A57 10YR2/1 10YR3/1 10YR2/1 10YR2/2 10YR4/1 F/WH/H/K/N N/N/N/N/N VF/GR VF/WH/&X/S VF/GR V F/WH/H/K/N BGL45A58 N/N/N/N/N BGL45A5B 25-60 10YR3/1 V/WH/H/K/N BGL45A58 BGL45A56 BGL45A59 60-95 95-125 10YR3/2 10YR4/4 C/WH/S/K/C.S V/WH/S/K/C 0-15 10YR2/1 N/N/N/N/N BGL45A59 15-50 10YR3/2 C/WH/B/K/N.S BGL45A59 BGL45A60 BGL45A60 50-100 0-20 20-60 10YR4/4 10YR3/1 10YR2/2 F/WH/B/K/N S N/N/N/N/N N/N/N/N/N BGL45A60 60125 10YR2/1 FWH/SWC WWWt In AauKMlion with ICT f Inal 1 ee UWIcy SCReportF«^| U^.T’ Featlblllty study .nd Ott.lt Dnlgn of O.l. G.dul. Irrlg.tion Proj.c , ,e ^PUb"C Ot Eth,OP'- M,nl“r* of W'^ Annex 4.1 : Data b.ie for Auger Hole Deicrl; Soli Survey S ■>*> <7Fedenl Democratic RepuMk of Ethiopia- Mlnlitry of Water Reaourcea Feailblllly Study and Detail Oeslgn of Bale Gadula Irrigation Project s tsaie □ aauia irrrga tion rrujcL UMottJ^K y/a/coSlfj J^'exturev? '•<£.< 2mm?i . Nodub.-s < 170 0GL46A39 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL45A39 20-80 10 YR 2/2 N/N C N/N N/N/N/N/N MO BGL46A39 80-125 10YR2/1 N/N C N/N N/N/N/N/N MO 171 BGL46A40 0-20 10YR2/1 N/N c N/N N/N/N/N/N ST 0GL46A4O 20-70 10YR3/3 N/N SIC N/N F/WH/B/K/N.S EX BGL46A40 70-125 10YR2/2 N/N SIC N/N CAWOS EX 172 BGL46A41 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL46A41 20-70 10YR3/3 N/N c N/N V/WH/S/K/S EX BGL46A41 70-125 10YR2/2 N/N c N/N F/WH/HZK/N EX 173 BGL46A42 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N ST BGL46A42 25-60 10YR3/1 N/N c N/N N/N'N/N/N ST BGL46A42 60-125 10YR2/1 N/N c N/N N/N/N/N/N EX 174 BGL46A43 0-20 10YR3/2 N/N c N/N N/N/N/N/N MO BGL46A43 20-60 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL46A43 60-90 10YR3/1 N/N c N/N F/WH/H/K/N ST BGL46A43 90-125 10YR3/3 N/N c N/N F/WH/H/K/N EX 175 BGL46A44 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL45A44 20-90 10YR2/2 N/N c N/N ' F/R E/S/K/C ST BGL46A44 90-125 10YR2/1 n/n c N/N F/R E/S/K/C ST 176 BGL46A45 0-20 10YR3/2 N/N CL N/N VF/WH/B/K/S MO BGL46A45 20-80 10YR3/1 N/N c N/N C/WH/B/K/S MO 177 BGL46A46 0-25 10YR3/1 N/N c N/N N/N/N/N/N SL BGL46A46 25-60 10YR2/1 N/N c N/N F/WH/B/K/N.S EX 0GL46A46 60-80 10YR2/1 N/N c F/FM VF/WH/B/K/N.S EX 178 BGL46A47 0-20 10YR3/3 N/N c N/N N/N/N/N/N N BGL46A47 20-65 7.5YR3/4 N/N c N/N V/BL.RE/H.S/Mn.Fe/N.S SL 3GL46A47 65-125 7.5 YR 3/3 N/N c N/N N/N/N/N/N SL 179 BGL46A48 0-20 7.5YR4/3 N/N CL N/N N/N/N/N/N N BGL46A48 20-80 7.5YR3/3 N/N c N/N N/N/N/N/N N BGL46A4B 80-125 7.5YR3/2 N/N c N/N F/WH/B/K/S.C SL 180 BGL4GA49 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL46A49 25-90 10YR2/2 N/N c N/N FfWH/S/K/N ST BGL46A49 90-125 10YR2/1 N/N C N/N F/WH/S/K/C ST 181 BGL46A50 0-25 1OYR2/2 N/N C N/N N/N/N/N/N MO BGL46A50 25-80 « 10YR3/2 F/RB c N/N VF/WH/S/K/S MO BGL46AS0 80-125 10 YR 3/2 F/RB c VF/F F/WH/S/K/S ST 182 BGL46AS1 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL46A51 25-50 10YR2/1 N/N c VF/F F/WH/H/K/N ST BGL46A51 60-100 10YR2/1 N/N c N/N VF/WH/SZK/S EX 183 BGL46A52 0-25 10YR3/1 N/N CL N/N V/WH/8/K/N.C EX BGL46A52 25-70 10YR2/1 N/N c N/N CWH/M'C EX BGL46A52 70-125 10YR2/1 N/N c N/N C/WH/S/K/S EX 184 BGL46A53 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL46A53 25-70 10YR2/1 N/N c N/N C/WH/S/K/S EX 0GL46A53 70-125 10YR3/1 N/N c N/N F/WH/S/K/S ST 185 BGL46A54 0-30 10YR3/2 N/N c N/N N/N/N/N/N EX BGL46A54 30-70 10YR2/2 N/N c N/N N/N/N/N/N EX BGL46A54 70-125 10YR3/1 N/N c N/N F/WH/S/K/C 186 EX BGL46AS5 0-20 10 YR 3/2 N/N c N/N N^NN EX BGL46A55 20-80 10YR3/1 N/N c N/N F/WH/H/K/N EX BGL46A55 80-125 10YR2/1 N/N c N/N V/WH/H/K/N 187 EX BGL46A56 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N BGL46AS6 25-80 MO 10YR2/2 N/N c N/N F/WH/S/K/N BGL46A56 80-125 ST 10YR2/1 N/N c N/N F/WH/S/K/N 188 BGL46A57 0-15 ST 10YR3/1 N/N c N/N VF/WH/H/K/N BGL46A57 ST 15-40 10 YR 3/3 N/N c N/N C/WH/S/K/S BGL45A57 40-70 EX 10 YR 3/2 C/RB CL N/N F/WH/B/K/N S BGL46A57 70-125 ST 2.5YR3/6 N/N CL N/N 189 Vr/WFVHWN BGL46A5B 0-20 ST 10YR3/1 N/N c N/N F/WFVBA</C BGL46A58 20-80 EX 10YR2/1 N/N c N/N V/WFVB/K/C N BGL46A58 80-125 ST 10YR3/2 N/N c N/N C/WH/S/K/S 190 BGL46A59 0-15 ST 10YR2/1 N/N c N/N N/N/N/N/N BGL46A59 15-90 ST 10YR2/1 N/N c N/N N/N/N/N/N BGL46A59 90-125 10 YR 3/2 ST N/N c N/N N/N/N/N/N EX Final In UWhtr Mv*, *»po-tFederal Democratic Republic of Ethiopia- Mlntetry of Water Reaouraca FcailbllHy Study and Detail Design of Dale Gadula Irrigation Project Anno. 4.1 : Date base for Augar Holo Dcscrfi Soil Survey S r Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole * -il*' '■ ID. ♦' Code.- A (cm) . . .; - »5C0,.°^t (mo)U/L. Mottles > KjTcxture'. ■ ; (a/coSlj ■k >■. Fragment, i- ft^(a/sij^. Nodules p/co/h/n/k) 3 W»CaCo3&&; 191 0GL46A6C 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL46A6C 25-50 10YR2/2 N/N c N/N N/N/N/N/N ST BGL46A6C 50 125 10YR2/1 N/N c N/N F/WH/K/K/N ST 192 BGL46A6* 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 VF/WH/H/K/N MO 193 BGL46A62 0-30 10YR4/1 N/N c N/N N/N/N/N/N EX BGL46A62 30-75 10YR3/2 N/N SIC N/N V/WH/B/K/N/L EX BGL46A62 75-125 10YR2/2 N/N c N/N V/WH/B/K/C 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/WH/H/K/N ST 195 BGL46A64 0-25 10YR3/1 N/N c N/N F/WH/S/K/S ST BGL46A64 25-70 10YR2/2 N/N c N/N C/WH/S/K/S EX BGL46A64 70-125 10 YR 3/3 N/N SIC N/N F/WH/S/K/S ST 196 BGL46A65 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 10 YR 3/3 N/N SIC N/N M/WH/0/K/N.C EX 197 BGL46A66 0-25 10 YR 3/1 N/N SIC N/N N/N/N/N/N MO BGL46A66 25-60 10YR2/2 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 C/WH/S/K/S EX BGL46A67 25-70 10 YR 3/4 N/N CL N/N F/WH/S/K/S MO BGL46A67 70-125 10YR3/6 N/N CL N/N C/WH/B/K/N.S EX 199 BGL46A68 0-25 10YR2/1 N/N c N/N N/N/N/N/N EX BGL46A66 25-50 10YR3/2 VF/GR c N/N F/WH/S/K/S 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/N/N MO 201 BGL46A70 0-20 10 YR 3/2 N/N SIC N/N N/N/N/N/N MO BGL46A70 20-70 10YR2/2 N/N c N/N F/WH/S.'K/C 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/WH/H/K/S,N ST BGL46A71 70-125 10YR2/2 N/N C N/N C/WH/H/K/S.N ST 203 BGL46A72 0-20 10YR3/2 N/N C N/N N/N/N/N/N EX BGL46A72 20-90 10YR2/1 N/N C N/N N/N/N/N/N ST BGL46A72 90-125 10YR2/2 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/N/N/N/N MO 205 BGL47A28 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL47A28 20-70 10YR2/2 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 6GL4 7A29 0-20 2.5YR3/6 N/N SIC N/N N/N/N/N/N SL BGL47A29 20-50 2 5YR3/3 N/N c N/N N/N/N/N/N SL BGL47A29 50-125 2 5YR2.S/4 N/N C N/N N/N/N/N/N SL 207 BGL47A30 0-25 10YR3/2 N/N CL N/N N/N/N/N/N N BGL47A30 25-80 10YR2/1 VF/GR C F/FM F/WH/S/K/S MO BGL47A30 80 125 10YR2/2 VF/GR C N/N VF/WH/H/K/N ST 208 BGL47A31 0-25 10YR3/1 N/N c N/N VF/WH/H/K/N SL BGL47A31 25-70 10 YR 3/2 F/GR c N/N VF/RB/S/F/S SL BGL47A31 70-125 10YR3/2 F/GR c N/N VF/R/RB/S/F/S MO 209 BGL47A32 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 1CYR2/2 N/N c F/FM C/WH/B/K/N.S EX 210 BGL47A33 0-20 2 5YR4/1 N/N SIC N/N N/N/N/N/N N BGL47A33 20-70 2 5YR3/3 N/N c N/N N/N/N/N/N N BGL47A33 70-125 2.5YR2.5/4 N/N c N/N N/N/N/N/N N 211 3GL47A34 0-25 2.5YR2 5/2 N/N c N/N N/N/N/N/N MO 3GL47A34 25-60 2.5YR3/3 N/N c N/N N/N/N/N/N 3GL47A34 60-100 2.5YR3/4 | N/N c N/N SL N/N/N/N/N ST WWPM In A»ori«rf<m with ICT PafT 10 Final f.aUMUtvSrutfy IteponFedenl Democratic RepuNk of Ethiopia- Mlnlslry of Wafer Resource* Feasibility Slutty and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Data base for Auger Hole De*cH| SoU Surrey 5 n H Balo Gadula Irrigation Project Morophological Characterstics of Auger Hole S^Coldur >(mo)UTL .s(a7coSI);> ;->Tcx1urcyf, 4^Y<2mni fyt. 1 Rock ?, Fragment \ ,rWa/si)W Nod uh-. -A;(a/co/h/n/k) - 212 BGL47A35 0-25 10YR3/2 N/N SIC N/N N/N/N/N/N C3Co3. ' N BGL47A35 25-70 10YR2/1 F/RB C N/N N/N/N/N/N N BGL47A35 70-125 10YR2/2 VF/RB C N/N N/N/N/N/N SL 213 BGL47A36 0-30 10YR3/1 N/N C N/N .WWN/N' MO BGL47A36 30-75 10YR2/2 N/N C N/N F/WH/H/K/N ST BGL47A35 75-125 10YR2/1 N/N c N/N C/WH/B/K/C.N EX 214 BGL47A37 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A37 25-75 10YR2/1 N/N c N/N V/WH/H/K/N ST BGL47A37 75-125 10YR2/1 N/N c N/N C/WH/B/K/N.C EX 215 BGL47A38 0-25 10YR3/1 VF/BR c N/N F/WH/S/K/S ST BGL47A38 25-80 10YR2/1 N/N c N/N C/WH/B/K/N.S ST BGL47A38 80-125 10YR2/2 F/RB c N/N MMH/S/K/S EX 216 BGL47A39 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N SL 0GL47A39 20-80 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL47A39 80-125 10YR2/1 N/N c N/N F/RE/S/K.C ST 217 BGL47A40 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N EX BGL47A40 20-80 10YR3/3 N/N SIC N/N F/WH/B/K/N.S EX BGL47A40 80-125 10YR2/2 N/N c N/N C/WH/B/K/N.S EX 218 DGL47A41 0-20 10YR3/1 N/N c N/N N/N/N/N/N EX BGL47A41 20-70 10YR2/2 N/N SIC N/N F/WH/B/K/N.S EX BGL47A41 70-125 10YR3/3 N/N SIC N/N F/WH/B/K/N.S EX 219 BGL47A42 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A42 25-55 10 YR 312 N/N c N/N N/N/N/N/N ST BGL47A42 55-125 10YR2/1 N/N c N/N N/N/N/N/N ST 220 BGL47A43 0-20 7.5YR3/3 N/N c N/N N/N/N/N/N SL BGL47A43 20-85 2.5YR2 5/3 N/N c N/N N/N/N/N/N SL BGL47A43 85-125 2.5YR2.5/4 N/N c N/N N/N/N/N/N SL 221 BGL47A44 0-25 10YR3/2 N/N SIC N/N N/N/N/N/N N BGL47A44 25-50 10 YR 2/2 N/N c N/N F/WH/S/K/C ST BGL47A44 50-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 222 BGL47A45 0-20 10YR4/2 N/N SIC N/N NN/NN/N SL BGL47A45 20-70 10YR3/2 N/N c N/N N/N/N/N/N MO BGL47A45 70-125 10YR2/1 N/N c N/N N/N/N/N/N ST 223 BGL47A46 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL47A4E 25-80 • 10 YR 2/2 N/N c N/N N/N/N/N/N MO '• ‘ BGL47A46 60-125 10YR2/1 N/N c N/N F/WH/SWC ST 224 BGL47A47 0-25 7.5YR3/4 N/N SIC N/N N/N/N/N/N MO BGL47A47 25-70 7 5YR3/3 N/N c N/N F/WH/B/K/N.C ST BGL47A47 70-125 7.5YR3/2 N/N c F/FM C/WH/B/K/N.C 225 EX BGL47A48 0-25 10YR3/2 N/N CL N/N C/WH/H/K/N.C ST BGL47A48 25-70 10 YR 2/2 N/N c N/N M/WH/B/K/N.C MO BGL47A48 70-125 10YR2/1 N/N c N/N 226 M/WH/B/K/S.C BGL47A49 ST 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N BGL47A49 SL 25-50 10YR3/1 N/N c N/N F.W'SK'C BGL47A49 ST 50-125 10YR2/2 N/N c N/N 227 F/WH/S/KJC BGL47A50 ST 0-25 10YR3/1 N/N c N/N N'N/N/N/N BGL47A50 ST 25-80 10YR2/2 VF/GR c N/N VF/WH/S/K/S BGL47A50 ST 80-125 10YR2/1 VF/GR c N/N 228 BGL47A51 VF/WH/S/K/S 0-25 MO 10YR3/1 N/N c N/N BGL47A51 N/N/N/N/N MO 25-80 10YR3/2 F/GR c N/N VF/WH/H/K/N BGL47A51 80-125 ST 10YR2/2 VF/GR c VF/F 229 BGL47A52 F/WH/S/K/S 0-20 ST 10YR3/1 N/N SIC N/N N/N/N/N/N BGL47A52 20-75 EX 10YR2/1 N/N c N/N V/WH/B/X/N C BGL47A52 75-125 EX 10YR3/2 N/N c N/N 230 M/WH/S/K/S C BGL47A53 0-25 10YR3/1 EX NjN c N/N N/N/N/N/N BGL47A53 25-75 EX 10YR2/1 N/N c N/N N/N/N/N/N BGL47A53 75-125 EX 10YR3/2 N/N c N/N 231 BGL47A54 VWH/S/K/S 0-20 EX 10YR3/2 N/N c N/N BGL47A54 N/N/N/N/N 20-85 ST 10YR2/1 N/N c N/N BGL47A54 N/N/N/N/N 85-125 ST 10YR2/2 N/N c N/N 232 N/N/N/N/N BGL47A55 0-30 EX 1OYR3/2 N/N c N/N N/N/N/N/N BGL47A55 30-80 10 YR 3/1 EX N/N c N/N BGL47A55 80-125 V/WH/H/K/N 10YR2/2 EX N/N c N/N N/N/N/N/N EX FateH final FeatAURy Ituty ReportFederal Democratic Republic of Ethiopia. Mlnlatry of Waler Ro.ource. Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annci 4.1 : Dita ba»c for Auger Hole Dcierlf Soli Surrey S Hole ' ■ ,«’ . x j■ ..‘ v. Depth ■ :.••. - Code • ./Colour is c j£’(mo)U/d$ ■.Mottles ■ (a/coSI) isn ’. ^-Fragment: j fea/siiSr? " < Nodules (a/co/h/n/kj;, . . Wr/’ZV CaCoJ • 233 BGL47A56 0-25 10YR4/1 N/N 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 BGL47A57 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/WH/B/K/C.N EX DGL47A58 60-80 10YR3/2 N/N c N/N C/WH/B/K/C N EX BGL47A58 80-125 10YR2/2 N/N c v/c M/WH/B/K/C.N EX 236 BGL47A59 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/B/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 10YR3/2 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/WH/H/KN 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/S/K/C.S EX BGL47A63 75-125 10YR2/2 N/N c N/N F/WH/S/K/S EX 241 BGL47A64 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL47A64 30-70 10YR2.5/1 N/N c N/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 V/WH/H/K/N EX 0GL47A65 25-80 10YR3/2 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 0GL47A67 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 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/N/N/N/N ST BGL47A68 25-80 10YR3/2 VF/GR c N/N VF/WH/H/K/N EX BGL47A68 80-125 10 YR 2/2 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 BGL47A69 20 65 10YR2/1 N/N c N/N N/N/N/N/N' MO 0GL47A69 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 10YR3/2 N/N c N/N N/N/N/N/N MO 8GL47A71 25-80 10YR3/3 N/N cs F/F C/WH/WK/N ST BGL47A71 80-125 10YR3/2 N/N CS F/FM C/WH/HMN ST 249 BGL47A72 0-30 10 YR 3/2 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 10YR3/3 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 BGL4 7A73 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 10 YR 2/2 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 BGL4BA31 70-125 10YR2/1 N/N c VF/FM C/WH/H/K/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/N1 C N/N N/N/N/N/N SLFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Balo Gadula Irrigation Project Annes 4.1 : Data base for Au per IWi Desert) Sell Surveys Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole E®Rock®8 |» - -.Code ■ Depth .•/&£/ ■ -.(cm) •^Colour '; • Mottles’^ •' ijTcxt u rq •‘X j pfcragmentj hlmoJU/L^ Sassos fifi<2rnmgi ‘ - ■-'Nodules' ' (a/co/h/n/k) .'^ScaCeSjodt BGL4BA35 BGL48A35 0-25 2.5YR2.5/3 N/N C N/N N/N/N/N/N N 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 N/N/N/N/N N BGL48A36 30-80 10YR3/3 N/N C N/N V/BL/H/Mn/N ST BGL48A36 80-125 10YR2/2 N/N C N/N C/BL/H/Mn.K/N EX 256 BGL48A37 0-25 10YR3/2 N/N C N/N N/N/N/N/N MO BGL48A37 25-50 10YR3/1 N/N C N/N V/WH/H/K/N ST BGL48A37 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/WH/S/K/S ST BGL48A38 25-70 7.5YR2.5/1 N/N C N/N F/WH/H7K/N ST BGL48A3B 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/H/Mn/N SL BGL48A39 25-60 1OYR3/3 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 BGL4BA40 30-80 10YR2/1 N/N c N/N V/WH/B/K/C.N EX BGL48A40 80-125 10YR2/1 N/N c N/N C/WH/S/K/C EX 260 8GL48A41 0-30 10YR2/1 N/N c N/N N/N/N/N/N ST BGL4BA41 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 BGL4BA42 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST BGL48A42 25-75 10YR3/2 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 BGL48A43 0-25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL48A43 25-60 10YR2J1 N/N c N/N V/WH/H/K/N ST BGL48A43 60-125 10YR2/1 N/N c N/N C7WH/H/K/N ST 263 BGL4BA44 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 BGL48A45 80-125 10YR2/2 N/N c N/N F/WWB/K/N ST 265 BGL48A46 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL48A46 25-70 10YR3/1 N/N c N/N F/RE/S/K/C ST BGL48A46 •* 70-125 10 YR 2/2 N/N c N/N F/RE/S/K/C ST 266 BGL48A47 0-30 10YR3/1 N/N SIC N/N NMWN MO BGL48A47 30-80 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL48A47 80-125 10YR2/1 N/N c N/N F/WH/B/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 C/WH/B/K/N.C ST 0GL48A48 75-125 10YR2/1 N/N c N/N MAWSMS EX 268 BGL4BA49 0-25 10YR4/1 N/N SIC N/N 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/K/C ST 269 BGL48AS0 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/B/K/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 BGL4BA51 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/S/F/N ST 271 BGL48A52 0-25 10YR3/2 N/N SIC N/N CWWBWNC EX BGL48A52 25-80 10YR2/2 N/N c N/N M/WH/S/K/C.S EX BGL48AS2 80-125 10YR4/2 N/N c N/N M/WH/S/K/S EX 272 BGL48A53 0-30 10YR3/1 N/N c N/N V/WH/B/K/C EX BGL48A53 30-80 10YR2/1 N/N c N/N V/WH/B/KjC EX BGL48A53 80-125 10YR3/2 N/N c N/N V/BL/S/MrVS EX 273 BGL48A54 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL48A54 20-90 10YR2/1 N/N c N/N V/WH/H/K/N ST BGL48A54 90-125 10YR2/2 N/N c NN N/N/N/N/N EX 274 BGL48A55 0-25 10YR3/2 N/N c N/N N/N/N/N/N ST □GL48A55 25 85 10YR2/1 N/N c N/N V/WH/H/K/N EX BGL48A55 85-125 10YR2/2 N/N c N/N N/N/N/N/N EX In AnmUUon with ICT final Feakfoilitf MuOy ReportFederal Democratic Republic of Ethiopia- Minlatry of Water RMourcei FaaaibUdy Study and Detail Design of Bale Gadula Irrigation Frojecl Annex 4.1: Data ba»a for Auger Hole Deserif Soil Survey S Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole ■riiD. Code’. £ Depth l i (cm). ■ .. . =. ■I -• • Colour' (mo)U'L- , ■■ , Mottles &(a/coSI): Texture . <2mm . Rock - Fragment - (a/siJ.C | ■nU(a/co7h/n/k) I1’ . .^CaCo3 275 BGL48A56 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL48A56 20-60 10YR2/2 N/N c N/N F/WH7S/K/N ST BGL48A5G 60-125 10YR2/1 N/N c N/N F/WH/S/K/N ST 276 BGL48A57 0-25 10YR37 N/N c N/N N/N/N/N/N ST BGL48A57 25-80 10YR3/1 F/GR c N/N N/N/N/NTs' ST BGL48AS7 80-125 10YR2/2 F/GR c N/N N/N/N/N/N EX 277 BGL48A5E 0-25 10YR3/1 N/N c N/N N/N/N/N/N EX BGL48A58 25-80 10YR2/1 N/N c N/N CMTLB/K/S.N EX BGL48A5E 80-125 10YR2/2 N/N c N/N N/N'NWN EX 278 BGL48A59 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL48A59 25-55 10YR2/1 N/N c N/N N/N/N/N/N ST BGL48A59 55-125 10 YR 3/2 N/N c N/N N/N/N/N/N ST 279 BGL4BA60 0-25 10YR3/1 N/N c N/N N/N'N/N/N MO BG14BA60 25-80 10YR2/2 N/N c N/N N/N/N/N/N M0 BGL48A60 80 125 10YR2/1 N/N c N/N F/RE/S/K/C ST 280 BGL48A61 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL48A61 25-80 10 YR 2/2 VF/GR c N/N VF/WH/S/K/S ST BGL48A61 80-125 10 YR 372 F/GR c N/N N/N/N/N^J ST 281 BGL48A62 0 30 10YR3/2 N/N c N/N N/N/N/N/N EX BGL48A62 30-70 10YR3/1 N/N c N/N V/WH/FVK/N EX BGL48A62 70-125 10YR2/2 N/N c N/N F/WH/B/K/N.C EX 282 BGL48A63 0-25 10YR3/1 N/N c N/N V/WH/FVK/N EX BGL48A63 25-80 10YR2/1 N/N c N/N F/WH/S/K/C.N EX BGL48A63 80-125 10 YR 3/2 N/N c N/N V/WH/S/K/C EX 283 BGL48A64 0-25 10YR3X1 N/N c N/N N/N/N/N/N ST BGL4&A54 25-75 10YR2/2 N/N c N/N F/WH/SAC/S.C ST BGL48A64 75-125 10YR3/3 N/N c N/N V/WH/S/K/S ST 284 BGL48A65 0-25 10YR3/1 N/N c N/N F/WH/tVK/N EX BGL48A65 25-60 10YR2/2 N/N c N/N C/WH/B/K/N.C EX BGL48A65 60-60 10YR4/3 N/N c N/N M/WH/S/K/S.C EX BGL4BA6S 80-125 10YR5/4 N/N SIC N/N N/N/N/N/N 285 BGL48A66 0-20 10YR3/2 N/N SIC N/N NTM/N/N/N MO BGL48A66 20-55 10YR2/2 N/N c N/N N/N/N/N/N ST BGL48A66 55-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 286 BGL48A67 0-25 10YR3/1 N/N ■c N/N N/N.'N/N/N ST BGL48A67 25-80 10 YR 3/2 F/GR c N/N FA/m/S/K/S ST BGL48A67 80-125 10YR3/1 F/GR c N/N C/WH/S/K/S ST 287 BGL48A68 0-15 10YR3/1 N/N c M/FM M/WHAVK/N EX 288 BGL48A69 0-20 10YR2/1 N/N c N/N V/WH/HWN MO BGL48A69 20-60 10YR3/1 N/N’ c N/N F/WH'S/K/S MO BGL48A69 60-125 10YR4/2 N/N c N/N C/WH/S/K/S MO 289 BGL48A70 0-20 10YR2/2 N/N c N/N N/N/N/N/N MO BGL4BA70 20-100 10YR2/1 N/N c N/N F/WH/H/K/N ST BGL48A70 100-125 10YR3/1 N/N c N/N F/wnm'N ST 290 BGL48A71 0-20 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL48A71 20-80 10YR2/2 N/N' c N/N F/WHASAVC ST BGL48A71 eo-125 10YR2/1 N/N c N/N C/WH/H/K/C ST 291 BGL48A72 0-30 10YR3/2 N/N SIC N/N N/N/NA4AJ ST BGL48A72 30-60 10YR3/2 N/N C N/N NA4/N/N/N EX BGL48A72 60-90 10YR2/2 N/N c N/N N/N/N/N/N EX BGL48A72 90-125 10YR3/2 N/N SIC N/N C/BL/S/Mn/S EX 292 BGL48A73 0-30 10YR3/2 N/N c N/N N/N/N/N/N ST BGL48A73 30-90 10YR3/1 N/N c F/F M/WH/HK/N ST BGL48A73 90 125 10YR3/3 N/N SIC N/N N/N/N/N/N ST 293 BGL49A36 0-30 2 5YR3/3 N/N SIC N/N N/N/N/N/N N BGL49A35 30-65 2 5YR3/4 N/N CL N/N N/N/N/N/N N BGL49A36 65-125 2 5YR25/4 N/N CL N/N V/BL/h/MrVN N 294 BGL49A37 0-20 25YR3/4 N/N c N/N N/N/N/N/N SL BGL49A37 20-80 2.5YR3/4 N/N c N/N N/N/N/N/N SL BGL49A37 80-125 2 5YR3/6 N/N c N/N N/N/N/N/N SL 295 BGL49A38 0-25 2 5YR3/4 N/N c N/N N/N/N/N/N N BGL49A38 25-80 2 5YR3/6 NTs' c N/N N/N/N/N/N N BGL49A38 80-125 2 5YR2 5/4 N/N | C N/N N/N/N/N/N SL ICTFederal Democratic Republic of Ethiopia- Ministry of Water Reaourtea FeaMMKty Study and Detail Detlgn of Bate G a dull Irrigation Prefect Arewa 4.1 ; Data base for Auger Hole DeacrH Bale Gadula Irrigation Project Morophological Characteratics of Auger Hole 4'...Codec! £ -—. —- ■VrDepth^.'X: -■(cm) H -— , - ; - . — U -*:7 ^Textur^J ;r^2rnm^fer 77 ■ - ■ ROC. : Fragment;; ^i/sW •■ ' . • ' . Nodules •<* , . t.(aJco/h/n/k)':.‘->2 < J.,-<CaCo3 BGL49A39 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N St BGL49A39 2G-50 10 YR 2/2 N/N C N/N F/WH/S/K/C ST BGL49A39 50-125 10YR2/1 N/N C N/N F/WH.BL/S.H/K.MrVC.N ST 297 BGL49A40 0-30 10YR3/1 N/N c N/N N/N/N/N/N ST BGL49A40 30-125 10YR2/1 N/N c N/N N/N/N/N/N EX 298 0GL49A41 0-30 2.5YR373 N/N SIC N/N N/N/N/N/N N BGL49A41 30-70 2.5YR3/4 N/N c N/N N/N/N/N/N N BGL49A41 70-125 2.5YR2.5/2 N/N c N/N V/BL/H/Mo/N N 299 BGL49A42 0-25 7.5 YR 3/4 N/N c N/N N/N/N/N/N N BGL49A42 25-60 2. SYR 3/4 N/N c N/N N/N/N/N/N N BGL49A42 60-125 2.5YR2.5/3 N/N c N/N N/N/N/N/N SL 300 BGL49A43 0-30 7.5YR3/3 N/N c N/N N/N/N/N/N SL BGL49A43 30-80 2 5YR3/4 N/N c N/N N/N/N/N/N SL BGL49A43 80-125 2.5YR3/6 N/N c FA/ N/N/N/N/N MO 301 BGL49A44 0-25 10YR3/1 N/N SIC N/N F/WH/S/K/S MO BGL49A44 25-75 10YR2/1 N/N c N/N Vr/WH/H/K/N ST BGL49A44 75-125 10YR2/1 N/N c N/N Vr/WH/BK/N.S ST 302 BGL49A45 0-30 10YR4/1 N/N CL N/N N/N/N/N/N ST BGL49A45 30-80 10YR3/2 N/N c N/N N/N/N/N/N EX BGL49A45 80-125 10YR3/3 N/N c N/N N/N/M'MN EX 303 BGL49A46 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N MO BGL49A46 25-80 10YR3/1 N/N c N/N F/WH/S/K/C ST BGL49A46 80-125 10YR2/2 N/N c N/N F/WH/S/K/C ST 304 BGL49A47 0-30 10YR3/2 N/N c N/N N/NW^ ST BGL49A47 30-80 10YR3/1 N/N c N/N . F/WH/B/K/N'.C EX BGL49A47 80-125 10YR2/1 N/N c N/N MAVH/S/K/S EX 305 BGL49A48 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL49A48 25-75 10YR3/1 N/N c N/N F/WH/B/K/N.C ST BGL49A48 75-125 10YR2/1 N/N c N/N C/C/BLWH/H.B/Mn K/N.C ST 306 BGL49A49 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL49A49 20-55 10YR2/2 N/N c N/N N/N/N/N/N ST BGL49A49 55-125 10YR2/1 N/N c N/N r/WH/S/K/C ST 307 BGL49A57 0-25 10YR3/2 N/N c N/N N/N/N/N/N SL BGL49A57 25-80 10YR2/2 N/N c VF/FM VF/RE/S/F/S MO BGL49A57 80-125 10YR3/2 N/N c VF/FC VF/RE/S/F/S MO 308 BGL49A58 0-20 7.5 YR 3/3 N/N SICL N/N VF/WH/B/K/C EX BGL49A5B 20-65 7.5YR2.5/3 N/N c N/N VF/WH/B/K/C EX BGL49A58 65-125 7.5YR2 5/2 N/N SIC N/N C/WH/SAQC.S EX 309 BGL49A59 0-20 10YR3/2 N/N c N/N N/N/N/N/N ST BGL49A59 20-75 10YR3/1 N/N c N/N N/N/N/N/N EX BGL49A59 75-105 10YR2/2 N/N c N/N N/N/N/N/N 310 ST BGL49A60 0-20 10 YR 3/2 N/N c N/N N/N/N/N/N MO BGL49A60 20-60 10YR2/2 N/N c N/N N/N/N/N/N BGL49A60 MO 60-125 10YR2/1 N/N c N/N F/WH/S/K/C 311 BGL49A61 ST 0-25 10 YR 3/2 N/N c N/N N/N/N/N/N BGL49A61 MO 25-70 10YR2/2 N/N c N/N N/N/N/N/N BGL49A61 MO 70-125 10YR2/1 N/N c N/N 312 f/wh/s/k/c BGL49A62 ST 0-25 7.5YR2 5/3 N/N SIC V/FM N/N/N/N/N BGL49A62 N 25-70 7.5YR2 5/3 N/N CL N/N N/N/N/N/N BGL49A62 70-100 N 7.5 YR 3/3 N/N c N/N CMHIWN.C 313 BGL49A63 ST 0-30 10YR3/1 N/N c N/N N/N/N/N/N BGL49A63 30-80 EX 10YR2/1 N/N C N/N V/WH/8/WN.C BGL49A63 80-125 EX 1OYR2/2 N/N c N/N 314 BGL49A64 C/WH/SAQS 0-30 EX 10YR3/1 N/N SIC N/N V/WH/H/K/N BGL49A64 30-70 EX 10YR2/1 N/N c N/N 0GL49A64 F/WH/S/K/S 70-125 EX 10 YR 3/2 N/N c N/N N/N/N/N/N 315 BGL49A65 0-20 10YR4/1 EX N/N SIC N/N FAA/H/B/KJC N BGL49A65 20-70 EX 10YR3/1 N/N c N/N FAA/H/SAQC BGL49A65 70-100 EX 10YR2/1 N/N c N/N V/WH/S/K/S BGL49A65 100-125 EX 10YR3/2 N/N c N/N C/WH/S/K/SC 316 BGL49A66 0-25 EX 10YR3/2 N/N SIC N/N N/N/N/N/N BGL49A66 25-60 ST 10YR3/1 N/N c N/N F/WH/S/K/C. N BGL49A66 60-125 ST 10YR2/1 N/N c N/N F/WH/S/K/C N ST wv-xnf U Aaaodolli'i with ICT P«<» 15 llrx*l Jtudr H'portfIX'ii?*T.°7“C *'»’Ub‘,C «**•»*• Ministry of Water Ro.ourres Feasibility Study and Detail Design of Bale Gadula Irrigation Project Anne* 4.1 : Date base for Auger Hole Dcscri Soli Survey! 14 flnailaaiteUny^M,^Federal Democratic Rapubltc of Ethiopia- Mint*try of Water Roiourcea Feasibility Study and Detail Deilgn of Bale GaduU irrigation Project SotiSurwy S Bale Gadula Irrigation Project Morophological Characterstics of Auge^r Hole OdIC VrlD^ •^ •<Code$X R gfa/coSI)# .Nodules •' •; (A'ca/h/'rVkj 338 - BGL50A58 0-30 2.5YR3/3 NN CL NN NNNNN N BGL5OA58 30-80 2.5YR3/2 N/N SIC NN C/WH/S/K/S.C EX BGL50A58 80-125 2.5YR2 5/2 N/N SIC NN V/WH/S/K/S EX 339 BGL50A59 0-30 7.5YR2.5/3 N/N SIC N/N N/N/N/N/N ST BGl 50A59 30-70 10 YR 3/4 N/N C NN NNNNN ST 340 8GL50A60 0-25 10YR3/1 N/N C N/N NNNNN MO BGL50A60 25-100 10YR2/2 N/N C NN NN/N/NN MO BGL50A60 100-125 10YR2/1 N/N C NN F/WH/S/K/C ST 341 BGL50A61 0-25 2.5YR4/6 N/N CL NN NN/N/NN N BGL50A61 25-70 2 5YR3/6 N/N C NN NNNNN N BGL50A61 70-125 2 5YR 2 5/4 NN c N/N NNNNN N 342 BGL50A62 0-20 7 5YR 3/3 NN SIC NN N/N/N/N/N ST BGL50A62 20-75 7.5YR2.5/3 N/N C NN C/WH/B/KN.C EX BGL50A62 75-125 7.5YR2.5/2 NN c NN C/WH/B/K/C EX 343 BGL50A63 0-30 2.SYR 3/3 NN SIC N/N NNNNN N BGL50A63 30-80 2.5YR2 5/4 NN c N/N C/WH/S/K/S MO 344 BGLS0A64 0-25 2.5YR4/3 NN CL NN NNN/NN N BGL50AG4 25-65 2.5 YR 3/3 NN 'C N/N V/WH/H/KN SL BGL50AG4 65-100 2 5 YR 3/4 N/N C NN C/WH/B/KN.C MO 345 BGL50A65 0-25 7.SYR 3/2 NN SIC N/N NN/N/NN ST 8GL50A65 25-65 7.5YR2 5/2 NN C NN V/WH/H/KN EX BGL50A65 65-125 7.5YR2 5/1 NN c NN F/WH/B/K/C.N EX 346 BGL50A66 0-25 10YR3/1 N/N SIC NN N/N/N/N/N MO BGL50A66 25-90 10 YR 2/2 N/N C NN NNNN/N ST BGL50A66 90-125 10 YR 2/1 NN c NN F/WH/S/K/C ST 347 BGL50A67 0-20 10YR3/1 N/N c NN N/N/N/N/N MO BGL50A67 20-50 10YR2/2 NN c NN N/N/N/N/N ST BGL50A67 50-125 10 YR 2/1 NN c NN F/WH/S/K/C ST 348 BGL50A68 0-25 10YR3/1 NN c N/N NNNNN MO BGL50A68 25-70 10YR4/1 NN c NN NNNNN MO BGL5OA68 70-125 10YR3/1 NN c NN N/N/N/N/N MO 349 BGL5OA69 0-20 10YR2/1 NN c NN NN/NNN MO BGL50A69 20-55 10YR3/1 N/N c NN N/NNNN MO BGL50A69 55-80 10YR2.5/1 N/N c NN V/WH/S/K/S MO BGL50A69 80-125 10YR4/1 NN c NN F/WH/S/K/S MO 350 8GL50A70 0-25 10YR3/1 NN c N/N NN/NNN SL BGL50A70 25-80 10YR2/1 VF/GR c N/N VF/WH.H/KN ST BGL50A70 80-125 10YR2/2 F/GR c NN NNNNN ST 351 BGL50A71 0-25 10YR3/1 N/N SIC NN NN/NNN MO BGL50A71 25-70 10YR2/2 N/N C NN N/NNN/N ST BGL50A71 70-125 10YR2/1 NN c NN F/WH/S/K/C ST 352 BGLSOA72 0-30 10YR3/1 N/N C NN V/WH/S/K/S EX BGL 50 A7 2 30-70 10YR3/2 N/N C N/N NNNN/N EX BGL50A72 70-125 10YR3a N/N c NN NNNNN EX 353 BGL50A73 0-30 10YR3/2 N/N c N/N NN/NNN ST BGL50A73 30-65 10YR2/1 N/N c N/N N/N/N/NN ST BGL5OA73 65-125 10YR2/2 NN c N/N N/NNN/N 354 BGL50A74 EX 0-25 10YR4/1 NN SIC NN N/N/N/N/N BGL5OA74 ST 25-50 10 YR 3/1 N/N c NN F/WH/H/K/N BGL50A74 ST 50-125 10YR2/2 N/N c NN C/WH/H/KN 355 BGL50A75 ST 0-25 10 YR 2/2 NN c N/N N/NNN/N BGL50A7S 25-60 MO 10YR2/1 N/N c NN NN/NNN BGL50A75 ST 60-125 10YR2/1 N/N c NN NNNNN 356 BGL51A38 0-25 ST 2. SYR 3/4 N/N CL N/N N/NNNN BGL51A38 25-80 N 2.5YR3/3 N/N c N/N NN/N/NN BGL51A38 80-125 N 2.5YR3/2 N/N c N/N NN/NNN 357 BGL51A39 N 0-25 10YR2/1 N/N SIC N/N NN/N/NN BGL51A39 25-55 N 10YR2/2 N/N c N/N F/WH/S/K/C BGL51A39 55-125 ST 10YR3/2 N/N c NN F/RE WH/S/K/C 358 BGL51A40 0-25 ST 7.5YR3/1 N/N c N/N NNNNN BGL51A40 25-80 N 7.5YR3/2 N/N c NN N/N/N/N/N BGL51A40 80-100 N 7.5YR3/4 NN c c/c CJWHNKN MO wvrint H with ICT nn.11 »♦ wVBtty low, ReportFederal Democratic Republic <X Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1: Data base for Augor Hole Dascrip Soil Survey Si Bale Gadula Irrigation Project Moropholoqical Characterstics of Auger Hole • • -ID . ■ CM . ■? - ■. X■ ■■■ Y-'; ■ -.Colour^ . L- (molUt-X Mottles (a'coSl)' ■ . ■. Texture • 2mm -z ROCK;/ Fragment. (a/s.) • . CaC63j; ' 359 BGL51A41 0-30 10 YR 3/1 N/N C N/N V/BL/H/Mn/N ST BGL51A41 30-75 10YR2/1 NN c N/N F/WH/H/K/N EX T~ BGL51A41 75-125 10YR2/1 N/N c N/N MM'H/H/K/N EX 360 BGL51A42 0-30 10 YR 3/2 N/N c NN V/WH/H/K/N ST BGL51A42 30-70 10YR3/1 N/N c N/N F/WHHK/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 M0 BGL51A43 25-75 10YR2/1 N/N c VF/FC VF/WH/H/K/N ST BGL51A43 75-125 10YR2/2 WN c NN VF/WH/S/K/S M0 362 BGL51A44 0-25 2.5YR3/4 N/N c NN N/N/NN/N N BGL51A44 25-60 2.5YR2.5/3 nn c N/N N/N/N/N/N N BGL51A44 60-125 2 5YR3/3 N/N c N/N NN/N/N/N N 363 BGL51A45 0-20 10YR3/1 N/N SIC N/N N/N/Nz'N/N SL BGL51A45 20-75 10YR2/2 N/N c N/N NNNN/N ST BGL51A45 75-125 10YR2/1 N/N c NN NNNNN ST 364 BGL51A46 0-20 10YR3/1 N/N SIC NN N/N/N/N/N M0 BGL51A46 20-65 10YR2/2 N/N c N/N F/RE/SA</C ST BGL51A46 65125 10YR2/1 N/N c NN F/RE/S/K/C ST 365 BGL51A47 030 10YR3/1 NN c NN V/WH/H/K/N ST BGL51A47 3075 10YR2/1 N/N c NN F/WH/B/K/N.C ST BGL51A47 75-125 10YR2/1 N/N c NN C/WH/BA</N.C EX 366 BGL51A65 025 2.5YR3/4 N/N set NN NNNNN N BGL51A65 25-65 2.5YR3/4 N/N c NN NN/N/N/N SL BGL51A65 65125 2 SYR3/6 N/N CL F/C N/N/N/NN M0 367 BGL51A66 0-20 2-5 YR3/4 I NN CL N/N N/NNNN N BGL51A66 20-50 2 SYR 3/6 N/N c NN N/N/N/N/N N BGL51A66 50125 2.5YR2 5/4 N/N c NN NNNNN N 368 BGL51A67 025 10YR3/1 N/N SIC NN NNNNN M0 BGL51A67 2560 10YR2/2 N/N c NN NNNNN ST BGL51A67 60125 10YR2/1 NN c N/N F/WFVNK/C ST 369 BGL51A68 020 10YR2/1 NN C NN NNNNN MO BGL51A68 2060 10YR3/1 NN c NN NNNNN MO 370 BGL51A69 025 10YR2/1 N/N C NN FMWBX/N.S EX 371 BGL51A70 025 10YR3/1 V/N c NN NNNNN ST BGL51A70 25-80 10YR2/1 VF/GR c NN F/WH/S/K/S ST BGL51A70 80125 10YR2/2 VF/GR c NN NNNNN ST 372 BGL51A71 025 10YR3/1 NN SIC NN NNNNN MO EGL51A71 2560 10YR3/2 NF.' c NN NNNNN ST BGL51A71 60125 10YR2/1 NN c NN F/WH/S/K/C ST 373 BGLS1A72 030 10YR4/1 NN c NN NNNNN EX BGL51A72 3060 10YR3/1 NN c NN NNNNN EX BGL51A72 60100 10YR2/2 NN c NN NNNNN EX BGL51A72 100-125 10YR3/2 N/N SIC NN N'N.'NN/N 374 BGL51A73 020 10YR3/1 N/N c NN NNN/N/N ST 8GL51A73 2060 10YR2/1 NN c NN NNTI/N/N ST BGL51A73 6095 10YR3/2 NN c NN NNNNN ST BGL51A73 95125 10YR4/2 MN c NN NNNNN ST 375 BGL51A74 025 1UYR4/1 NN SIC NN NNNNN ST BGL51A74 2570 10YR3/1 NN C NN NNNNN ST BGL51A74 70125 10YR2/1 NN c NN NNN/N/N ST 376 BGL51A75 025 10YR3/1 NN c NN V/WNB/K/C EX BGL51A75 2575 10YR2/2 NN C NN A/WH/S/K/C.S ST BGL51A75 75125 10YR4/3 /4/N SIC NN F/WH/B/K/C EX 377 BGL52A39 020 10YR3/1 NN SIC NN N/J/NN/N SL BGLS2A39 2070 10 YR 3/2 NN c NN F/V7H/S/K/C ST BGL52A39 70125 10 YR 2/2 NN c NN F/WH/S7K/C ST 378 BGL52A40 030 25YR3/3 NN CL N/N NNNNN N BGL52A40 3070 2 5YR3/4 NN c NN N/N/N/N/N N BGL52A40 70125 2 5YR4/6 NN c c/c CAVrVHAVN SL 379 I BGLS2A41 025 10YR3/1 NN c NN F/WH^VK/N EX BGL52A41 2580 10YR2/1 NN c NN VWh/H/K/N EX BGL52A41 80125 10YR2/1 i NN c NN CA//NB/?JN C EXFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1: Data base for Auger HoM Deacrif Soil Surer y S ^1D2 n n Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole NoduI'S .Fragment?.*. (a/coTh/n/k) CaCo3'.- 380 BGL52A42 0 25 7.5YR3/4 N/N SIC N/N NNNNN SL BGL52A42 - 25-65 7.5YR3/4 NN 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 2.5 YR 3/4 N/N c NN NNNNN N BGL52A43 25-60 2.5YR2.5/3 N/N c N/N NN/NNN N 8GL52A43 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 VFAVH/S/KiN SL 382 BGL52A44 0-25 10YR3/1 N/N c N/N NN/NNN 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 NN VF/WNBWN.S EX 383 BGL52A45 0-25 10YR3/1 N/N SIC N/N NNNN/N MO BGL52A45 25-80 10YR2/2 N/N c N/N CAVH/S/K/C ST BGL52A45 80-125 10YR2/1 N/N c N/N UV/H/S/K/C ST 384 BGL52A46 0-25 10YR4/1 N/N SIC NN NNNNN SL BGL52A46 25-90 10YR3/2 N/N c N/N F/RE/S/K/C MO BGLS2A46 90-125 10YR2/2 N/N c N/N F/RE/S/K/C MO 385 BGL52A67 0-25 2.5 YR3/2 N/N CL N/N NNNNN N BGL52A67 25-70 2.5YR3/4 N/N c N/N NNNNN N BGL52A67 70-125 2 5YR2 5/2 N/N c N/N NNNNN N 386 BGL52A68 0-25 10YR2/1 N/N c NN NNNNN SL 0GL52A6B 25-70 10YR3/1 N/N c N/N NNNNN MO BGL52A63 70-125 10YR4/1 N/N c NN NNNNN MO 387 BGL52A69 0-25 10YR2/1 VF/GR c N/N NNNNN MO 3GL52A69 25-85 10 YR 2/2 F/GR c NN NNNNN MO 8GL52A59 85-125 10 YR 3/2 C/GR c N/N NNNNN ST 388 0GLS2A7O 0-25 10YR2/1 N/N c N/N NNNNN MO BGL52A70 25-60 10YR3/1 NN c N/N Vr/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 NN SIC N/N NNN/NN MO BGL52A71 25-85 10YR2/2 NN c N/N NNNNN ST BGL52A71 85-125 10YR2/1 NN c NN F/WrVS/K/N ST 390 BGL52A72 0-25 10YR3/1 N/N c N/N NNNNN EX BGL52A72 25-75 10YR2/2 NN c N/N V/WH/H/K/N EX BGLS2A72 75-125 10YR3/2 NN c N/N F/WH/S/K/S EX 391 0GL52A73 0-25 10YR2/1 N/N c NN NNNNN ST BGL52A73 25-60 10YR2/1 NN c NN NNNNN ST 392 BGL52A74 0-25 10YR4/1 N/N SIC N'N NNNNN ST BGL52A74 25-70 10YR3/2 N/N c N/N NN/NN'N ST BGL52A74 70-125 10YR2/1 N/N c NN NNNNN ST 393 BGL52A7S 0-20 10YR3/1 N/N c NN NNNNN ST BGL52A75 20-70 10YR2/1 NN c NN V/WH/S/K/S EX BGL52A75 70-125 10YR2/2 NN c N/N C/WH/S/K/S EX 394 BGL53A40 0-20 2.5YR3/2 N/N SIC NN N/NNNN N BGL53A40 20-75 2.5 YR 3/3 N/N c NN V/BL/HAIrVN N BGL53A40 75-125 25YR2.5/2 NN c NN NNNNN N 395 BGL53A41 0-30 10YR4/1 N/N c NN NNNN/N ST BGL53A41 30-60 10YR3/1 N/N c NN F/N/H/K/N EX BGL53A41 60-125 10YR2/1 N/N c NN C/NH/K/N EX 396 BGL53A42 0-20 2.5YR3/2 NN CL NN NNNNN N BGL53A42 20-80 2.5YR4/4 N/N C NN N/NNN/N N BGL53A42 80-125 2 5YR2 5/4 N/N c NN NNNN/N N 397 BGL53A43 0-30 10YR3/1 N/N c NN NNNNN ST BGL53A43 30-75 10YR2/1 N/N c NN C/WH/H/K/N.C EX BGL53A43 75-125 10YR2/1 N/N c NN MAVH/B/K/C EX 398 BGL53A44 0-30 7.5 YR 3/2 N/N SIC NN NNNNN N BGL53A44 30-75 7 5YR2 5/2 N/N c NN F/WH/H/K/N SL BGL53A44 75-125 7.5YR2 5/3 NN c C/FM AAVWBWNC MO 399 BGL53A45 0-20 10YR3/1 N/N SIC NN F/RE/S/K/C ST 8GL53A45 20-60 10YR2/2 NN c NN F/RE/S/K/C ST BGL53A4S 60-125 10YR2/1 N/N c NN NNNNN ST 400 BGL53A68 0-15 2 5YR3/3 NN SCL NN NNNNN N WWOU In AMOTMUen with KT Pa<«lV Final IimM*) truer MpunFederal Democratic Republic of Ethiopia- Mlnl.try of Waler Resource. Feasibility Study and Detail Oe»l n of Bale Gadul. Irrigation Project B Annes 4.1 : Data bate for Auger Hole Otccri; Soil Survey S Hole HB '.’ID. . Code DepUt Colour , ’ •' ‘ (cm) ■ S 'ii(moju/L?^ 1 • Mottles tT(a/coSij .. Fragment' a/co/h/n/k) iHB M 401 BGL53A69 0-25 2 5YR2.5/2 N/N c N/N N/N/N/N/N N BGL53A69 25-60 2.5YR3/1 N/N c VF/F N/N/N/N/N N BGL53A6S GO-100 2 5YR2.5/2 N/N c VF/F VF/WH/H/K/N SL 402 BGL53A7C 0 25 10YR3/1 N/N c N/N N/N/N/N/N MO BGL53A7C 25-80 10YR2/1 N/N c N/N N/N/N/N/N MO BGL53A7C 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 V/WH/B/K/N.C 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/N/N EX BGL53A72 25-75 10YR2/2 N/N c N/N V/WH/B/K/N.C EX BGL53A72 75-125 1OYR3Z2 N/N c N/N C/WH/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 NMN/N/N ST BGL53A73 100-125 10YR4/2 N/N c N/N N/N/N/N/N ST 406 BGL53A74 0-25 10YR3/2 N/N SIC N/N N/N/N/N/N ST BGL53A74 25-60 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL53A74 60-125 10YR2/1 N/N1 c N/N C/WH/S/K/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/Mn/S EX 408 BGL54A41 0-30 10YR3/1 N/N c N/N N/N/N/N/N SL BGL54A41 30-80 10YR2/1 N/N c N/N V/WH/H/K/N, C MO BGL54A41 80-125 10YR2/1 N/N c N/N C/WH/B/K/C EX 409 BGL54A42 0-30 10YR3/2 N/N c N/N F/WH/H/K/N MO BGL54A42 30-80 10YR3/1 N/N c N/N C/WH/H/K/N.C ST BGL54A42 80 125 10YR2/1 N/N c N/N M/WH/B/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/N.C EX BGLS4A43 75-125 10YR2/1 N/N c N/N A/WH/B/K/C EX 411 BGL54A69 0-15 25 YR 3/4 N/N SIC N/N N/N/N/N/N N BGL54A69 15-35 2.5YR2.5/3 N/N c N/N N/N/N/N/N N 412 BGL54A70 0-25 2 5YR2.5/2 N/N c N/N N/N/N/N/N N □GL54A70 25-50 2 SYR 3/6 N/N c N/N N/N/N/N/N N BGL54A70 50-60 2.5YR3/6 N/N c VF/F N/N/N/N/N N 413 BGL54A71 0-30 10YR3/1 N/N SIC V/FM F/WH/H/K/N EX BGL54A71 30-55 10YR3/1 N/N c F/FM C/WH/B/K/N.C EX 414 | BGL54A72 0-25 10YR3/1 N/N c N/N V/WH/B/K/NS EX BGL54A72 25-80 10YR3/2 N/N c N/N V/WH/S/K/S EX BGL54A72 80-125 10YR2/2 N/N c N/N V/WH/H/K/Q/N EX 415 BGL54A73 0-25 10YR3/2 N/N c N/N N/N/N/N/N MO BGL54A73 25-70 10YR2/1 f/f/gr/rbT 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/S/K/C ST BGL54A74 75-125 10YR2/1 N/N c N/N F/RE/S/K/C ST 417 BGLS4A75 0-30 10YR3/2 N/N c hVN N/N/N/N/N EX BGL54A75 30-80 10YR3/1 N/N c N/N N/N/N/N/N EX BGL54A75 80-125 10YR2/2 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 7.5YR 2.5/2 N/N SIC F/C C/WH/H/K/N ST 419 BGL55A73 0-25 10YR2/1 N/N c N/N F/A/HA-tA/K/N MO BGL55A73 25-80 10YR3/2 VF/GR c N/N F/WH/S/K/S ST BGL55A73 80-125 10YR4/3 M/GR c N/N VF/WH/B/KJNS EX 420 BGL55A74 0-25 10YR3/2 N/N c N/N N/N/N/N/N BGL55A74 25-80 10YR2/2 C/GR c ST N/N N/N/N/N/N BGL55A74 B0-125 10YR3/1 C/GR c EX N/N VF/WH/S/K/S 421 BGL55A75 0-30 10YR3/1 N/N c EX N/N V/WH/H/K/N BGL55A75 30-80 10YR2/2 N/N c EX N/N N^l/N/N/N 3GL55A75 80-125 10YR3/2 N/N c N/N ST A/WH/S/K/C S EX * Page 20 final ftaUMihy (UponFeO»ral Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail DesJon of Bale Geduia tntoetion Project Balo Gadula Irrigation Project Morophological Characterstics of Auger Hole V^Depth^ -.v- : ^Z?(crn«l I >Coiour’7v5 * %(mo)U/L:i& A faotiJesg G&coSlffi ••Rock Ji Frag merit ‘ ®{aJsijwS > > Nodules f (a/cb/h/rVk) -■&’ 1 422 BGL55A76 0-30 10YR3/1 NN C N/N V/WH/H/KN ST BGL55A76 30-65 10YR2/2 NN C N/N F/WH/H/KN ST BGL55A76 65-125 10 YR 3/3 NN SIC N/N V/WH/H/KN ST 423 BGL56A73 0-25 10YR2/1 N/N c N/N NN/N/NN ST BGL56A73 25-80 10YR2/2 VF/GR c N/N VF/WH/S/K/S ST BGL56A73 80-125 10 YR 3/2 C/GR c NN VF/WH/S/K/S EX 424 BGL56A74 0-25 10YR2/1 NN c N/N NNNNN ST BGL56A74 25-70 10YR2/2 N/N c NN NN/N/NN EX BGLS6A74 70-125 10YR3/2 C/GR c NN NNNNN EX 425 BGL56A75 0-20 10YR3/1 N/N c NN NNNNN EX BGL56A7S 20-65 10YR2/2 N/N c NN V/WH/B/KN EX BGL56A75 65-80 10YR3/2 N/N c N/N M/WH/BN/C.S EX BGL56A7S 80-125 10YR4/4 N/N SIC NN A/WH/B/KN.C EX 426 BGL56A76 0-20 10 YR 3/2 NN c N/N NNNNN ST BGL56A76 20-80 10YR373 N/N c N/N F/WH/H/KN.C ST BGL56A76 80-125 10YR3/4 N/N SIC N/N V/WH/H/KN EX 427 BGL57A73 0-25 10YR3/2 N/N c N/N NNNNN ST BGL57A73 25 80 10YR2/2 F/GR "c N/N NNNNN ST BGL57A73 80-125 10YR3/2 VF/RB c NN NNNNN MO 428 BGL57A74 0-25 10YR3/1 N/N c N/N NNNNN ST BGL57A74 25-80 10YR2/1 VF/RB c NN VF/WH/H/KN ST BGL57A74 80-125 10YR2/2 F/GR c NN NNNNN ST 429 BGL57A7S 0-30 10YR3/1 NN c N/N NNNNN EX BGL57A75 30-80 10YR3/1 N/N c NN V/WH/H/KN EX BGL57A75 80-125 10YR2/2 N/N c NN V/WHffl/K/N.C EX 430 BGL57A76 0-25 10YR3/1 N/N c NN NNNNN ST BGL57A76 25-70 10 YR 3/2 N/N c NN F/WH/3/KN.S ST BGLS7A76 70-100 10YR3/3 N/N c NN NNNNN ST BGL57A76 100-125 10YR3/4 F/RB SIC NN NNNNN ST 431 BGL58A74 0-25 10YR2/1 N/N c NN VF/WH/H/KN ST BGL58A74 25-80 10YR3/1 F/GR c NN F/WH/S/K/S ST BGL58A74 80-125 10YR4/3 C/GR c NN NNNNN ST 432 0GL58A75 0-25 10YR3/1 N/N c NN NNNNN EX BGL58A7S 25-80 10YR2/1 N/N c NN V/WH/B/K/C EX 8GL58A75 80-125 10YR2/2 N/N c NN OWWB/WN.C EX 433 BGL58A76 0-30 10 YR 3/2 N/N c NN NNNNN ST BGL58A76 30-70 10YR2/1 N/N c NN F/WH/S/K/S ST BGL58A76 70-90 10YR3/3 N/N c N/N NNNNN ST BGL58A76 90-125 10YR3/4 N/N SIC NN N/N/NNN MO 434 BGL59A75 0-20 10YR3/1 N/N c NN NN/N/NN ST BGL59A75 20-55 10YR2/1 N/N c NN NNN/Nj'N ST BGL59A75 55-75 10YR2/2 N/N c NN F/WH/S/K/S ST BGL59A75 75-125 10 YR 3/3 N/N c NN NNNNN ST 435 BGL59A76 0-25 10YR3/1 N/N c NN NNNNN ST BGL59A76 25-85 10YR2/1 N/N c NN NN/NNM ST BGL59A76 85-125 10YR2/2 N/N c N/N N/ N/N/'NN ST 436 BGL60A75 0-25 10YR3/1 N/N c NN N/N/NNN ST BGL60A75 25-60 10YR3/2 N/N c NN NNNNN ST BGL60A75 60-90 10YR2/2 N/N c N/N F/WHNNN ST BG160A75 90-125 10 YR 3/3 N/N c NN NNNNN ST 437 BGL60A76 0-25 10 YR 3/2 N/N c NN NNNNN ST BGL60A76 25-90 10YR3/1 N/N c NN NN/N/NN ST BGL60A76 90-125 10YR3/3 N/N c NN N/N/NNN ST 438 BGL01-A01 0-30 10YR1/1 NN CL C/MC A/WH/B/K/S.N EX 439 BGL01-A02 0-30 10 YR 3/2 N/N c NN NN/N/XN N BGL01-A0: 30-60 10YR2/1 N/N c N/N N/N/NNN N 440 BGL01-A0 0-30 10YR4/1 N/N c N/N N/N/N-NN N BGL01-AO 30-65 10YR2/1 N/N c NN N/N.NNN N 441 BGL01-A0- 0-20 10YR2/7 N/N c NN NNNNN BGLOI-AO 20-75 10YR2/1 N/N c NN F/WH/HN/SL SL BGL01-AO4 75-125 10YR3/1 N/N c N/N C/WHNN/MO MO 442 BGL02-A0 1 0-20 10YR3/1 N/N CL C/MC NNNNN WWUM InAaaodationwlthlCIFederal Democratic Republic or Ethiopia- Ministry of Waler Resources Feasibility Study and Detail Design of Dale Gadula Irrigation Project Annex 4.1 : Beta base for Auger Hole Descri Soil Survey 5 Bale Gadula Irriaation Project Morophologlcal Charactorstics of Auger Hole ■ 1D Code > (cm) ' TvlSfa fiyv Colour (rno)U/llS * *. "’•V (a/coSI) Texture >'• W-<2mm .-./Fragment* Li Ahy(a/co/h/n/k) . CaCo3 . 443 BGL02-A07 0-30 10YR3/2 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 10 YR 2/2 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 BGL02-A04 25-50 10YR3/2 N/N SC N/N N/N/N/N/N SL 446 BGLO2-AO5 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 BGLO2-AO5 60-125 10YR2/1 N/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 M/WH/B/K/S.N EX 448 BGL03-A03 0-25 10YR3/3 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 NAM 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 NAM 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 £.452'* ■15 I . nam. 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/N 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 NAM 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 NAM N/N/N/N/N MO BGL04-A06 25-90 10YR2/2 NAM c N/N F/WH/S/K/K/C ST BGL04-A06 90-125 10YR2/1 NAM c N/N F/WH/S/K/K/C ST 456 BGL04-A07 0-25 10YR3/7 NAM c N/N N/N/N/N/N W BGL04-A07 25-70 10YR2/1 N/N c NAM N/N/N/N/N SL BGL04-A07 70-125 10YR2/1 NAM c N/N C/WH/B/K/NC SL 457 BGL05-A05 0-25 10YR2/1 N/N c NAM N/N/NAMAM MO BGL0S-A05 25-60 10YR3/1 N/N c NAM N/NAMAMAM MO BGL05-A05 60-125 10YR4/1 NAM c NAM C/WH/B/K/N ST 458 BGL05-A06 0-2C 10YR4/1 N/N c NAM N/N/N/N/N N BGL05 A06 20-60 10YR2/2 NAM c N/N N/NAMAMAM ST BGL05 A06 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 459 BGLO5-AO7 0-25 10YR4/1 N/N c NAM NAM/NAM/N N BGL05-A07 25-75 10YR2/1 N/N c NAM N/NAMAMAM SL BGL05-A07 75-125 10YR3/1 NAM c N/N A/WH/B'KAM.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 NAM N/N/N/NAJ MO 461 BGL06-A06 0-20 10YR3/1 N/N c NAM N/N/N/N/N M0 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 NAM C/WH/H/KAM.C SL BGL06-A07 30-80 10YR3/1 N/N c NAM M/WH/B/K/N.C MO BGL06-A07 80-125 10YR2/1 N/N c F/FM M/WH/B/K/N/L MO 463 BGL06-A08 0-30 10 YR 3/2 N/N c N/N N/N/N/N/N N BGL06-A08 30-75 10YR3/1 NAM c NAM N/N/N/N/N N BGL06-A08 75-125 10YR2/1 NAM/N/N/NFederal Democratic Republic of Ethiopia- Ministry of Water Resources Fallibility Study and Detail Deslpn of Bale Gadula Irrigation Project Annex 4.1 : Data base lor Auger Hole Dcscrif Soil Survey 3 Bale Gadula Irrigation Project Morophologlcal Characterstics of Auger Hole JW.‘• De pt SlDS Si ■ ..Fragrneggl ( Nodules * • (a/co/h/rifk) 9HcaCo3«E 464 BGL07-A05 0-20 10YR2/1 N/N c N/N N/N/N/N/N SL 465 BGL07-A06 0-25 10YR4/1 N/N c N/N N/N/N/N/N MO BGL07-A06 25-60 10YR3/1 N/N c N/N N/N/N/N/N ST BGL07-AC6 60-125 10YR2/2 N/N c N/N N/N/N/N/N ST 466 BGL07-A07 0-20 10YR3/1 N/N c N/N V/WH/H/K/N SL BGL07-A07 20-60 10YR2/1 N/N 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 N/N c N/N N/N/N/N/N N BGLO7-AO8 30-75 10YR2/1 N/N c N/N N/N/N/N/N N BGL07-A08 75-125 10YR3/1 N/N c N/N N/N/N/N/N N 468 8GL08-A05 0-20 10YR2/1 N/N c N/N N/N/N/N/N SL BGL08-A05 20-45 10YR3/1 N/N c V/F N/N/N/N/N MO 469 BGL08-A06 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N N BGL08A06 25-60 10YR2/2 N/N c N/N N/N/N/N/N N BGL08-A06 60-125 10YR2/1 N/N c N/N N/N/N/N/N N 470 BGL08-A07 0-30 10YR3/1 N/N SIC N/N F/WH/B/K/C.N SL BGL0B-A06 30-75 10YR3/1 N/N c N/N C/Wrt/B/K/C.S MO BGL08-A07 ' 75-125 10YR2/1 N/N c N/N C/WH/S/K/C.S SL 471 BGL08 A08 0-30 10YR3/1 N/N c N/N V/WH/S/K/N N BGL08-A08 30-70 10YR2/1 N/N c N/N M/WH/BflVN.C SL BGL08-A08 70-125 10YR2/1 N/N c N/N C/WH/B/K/N.C SL i.472£.(.! BGC09-iA’05l r.-'VrW: 473 BGL09-A06 0-20 10YR2/2 N/N SIC N/N N/N/N/N/N ST BGL09-A06 20-80 10YR2/1 N/N c N/N F/WH/S.H/K/C ST BGL09-A06 80-125 10YR2/1 N/N c N/N M/WH/S.H/K/C ST 474 BGL09-A07 0-30 10YR3/1 N/N SIC N/N V/WH/B/K/N SL BGL09-A07 30-85 10YR2/1 N/N c N/N C/WH/B/K/N.C MO BGL09-A07 85-125 10YR2/1 N/N c N/N A/WH/S/K/S/S MO 475 BGL09-A08 0-25 10YR3/2 N/N c N/N N/N/N/N/N SL BGL09-A08 25-65 10YR2/1 N/N c N/N C/WHA4/K/N ST BGL09-A08 65-90 10YR3/1 N/N c F/FM C/WH/H/K/N ST 476 BGL10-A06 0-20 10YR2/2 N/N c N/N N/N/N/N/N ST BGL10-A06 20-50 10YR2/1 N/N c N/N N/N/N/N/N ST -.477 BGL10-A07 0-30 10YR3/1 N/N c N/N F/WH/BJ<X2.N N BGL10-A07 30-80 10YR2/1 N/N c N/N M/WH/B/K/C.N MO BGL10-A07 80-125 10YR3/1 N/N c N/N A/WH/B/K/CN MO 478 BGL10-A08 0-25 10 YR 3/1 N/N c N/N V/WH/H/K/N SL BGL10-A08 25-60 10YR2/1 N/N c N/N F/WH/B/K/N.C ST BGL10-A08 60-125 10YR2/1 N/N c N/N C/WH/B/K/N.C ST 479 BGL11-A06 0-20 10 YR 2/2 N/N SIC N/N N/N/N/N/N ST BGL11-A06 20-50 10YR2/1 N/N c N/N N/N/N/N/N ST BGL11-A06 50-125 10YR2/2 N/N c N/N N/N/N/N/N ST 480 BGL11-A07 0-20 10YR2/1 N/N c N/N N/N/N/N/N BGL11-A07 20-80 10YR3/1 N/N c N/N C/WH/S/K/S ST BGL11-A07 80-125 10YR4/1 N/N c N/N QWH/S/K/S ST 481 8GL11-A08 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL11-A08 2S-60 10YR2.5/1 N/N c N/N V/WH/H/K/N MO BGL11-A08 60-125 10YR2/1 N/N c N/N F/WH/B/K/N.C SL 482 BGL12-A07 0-25 10YR2/1 N/N c N/N N/N/N/N/N N BGL12-A07 25-60 10YR3/1 N/N CL N/N F/WH/S/K/S MO BGL12-A07 60-125 10YR4/1 N/N CL N/N C/WH/S/K/S ST 483 BGL12-A08 020 10YR3/1 N/N C N/N F/WH/H/K/N ST BGL12-A08 20-70 10YR2/1 N/N C N/N F/WH/H/K/N ST BGL12-A08 70-105 10YR2/1 N/N c N/N MMHB.X'N C EX BGL12-A08 105-125 10YR4/1 N/N c N/N M/WH/B/K/N.C ST 484 BGL13-A07 0-25 10YR2/1 N/N c N/N N/N/N/N/N N BGL13-A07 25-80 10YR3/1 N/N CL F/FM VF/WH/S/K/S ST BGL13-A07 80-125 10YR3/2 N/N CL F/FM C/WH/B/K'N S MO WWtHt >n AawxUKen with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources FraubUrry Study .rO Detail Design of Rate Gadute Irrigation Project Annex 4.1: Data base tor Auger Hole Descrlf Soil Survey S Bale Gadula Irrigation Project Morophologlcal Charactcrstics of Auger Holo Nodules [a/cMnlfyl 485 JBGL13 AOe 0-25 10YR3/1 NW NWWWW BGL13-A08 25-80 10YR2/1 NW C NW M/WH/B/K/C N ST BGL13-A08 80-125 10YR7/1 NW SIC NW M/WH/B/K/C ST 486 BGL13-A09 0-20 10YR3/1 NW c NW NWWWW N BGL13-A09 20-95 10YR2/1 NW c NW V/WH/H/KW M0 BGL13-AC9 95-125 I 10 YR 3/2 NW c F/FM F/WH/H/K/N ST 487 BGL14-A07 0-20 10YR3/1 NW c M/MC NWWWW MO 488 BGL14-A08 0-25 10YR3/1 NW c NW N/WHW/NW MO BGL14-A08 25-70 10YR2 5/1 NW c NW C/WH/B/KW.S MO BGL14-A08 70-110 10YR2/1 NW c NW M/WH/B/KW.S MW BGL14-A08 110-125 10YR7/1 NW NW A/N/B/K/C ST 489 BGL14-A09 0-20 10YR2 5/1 NW c NW N/WH/N/NW N EGL14-A09 20-8S 10YR2/1 NW c NW C/WH/B/KW.C MO BGL14-A09 8S-125 10 YR 3/2 NW c F/FM C/WH/B/KW.C SL 490 BGL15-A07 0-25 10YR3/1 NW M/FM N/NWWW ST 491 BGL15-A08 0-25 10YR3/1 NW c N/N NW/N/NW SL BGL15-A08 25-60 10 YR 3/2 NW c NW V/WH/H/KW MO - BGL15-A08 60-125 10YR4/1 NW c NW' F/WH/H/KW MO 492 BGL15-A09 0-30 10YR2/1 NW c NW N/NWWW N BGL15-A09 30-75 10YR2/1 NW c NW M/WH/B/KWS ST BGL1S-A09 75-125 10YR3/1 NW c NW M/WH/B/KW.S ST 493 BGL16-A07 0-15 10YR2/1 NW c C/MC NW WWW N 494 BGL16-A08 0-25 10YR3/1 NW c NW NW/N/NW SL BGL16-A08 25-70 10YR2/2 NW c NW NW/N/NW MO BGL16-A08 70-125 10YR3/1 NW c NW NWWWW MO 495 BGL16-A09 0-25 10YR2/1 NW c NW NWW/NW MO BGL16-A09 25-40 10YR3/1 NW c NW A/WH/B/KW.S EX BGL16-A09 40-125 10YR4/1 VF/GR c NW F/WH/B/KW S ST 496 BGL16-A10 0-25 10YR2/1 NW c NW NWW/NW N BGL16-A10 25-50 7.5YR2S/1 NW c NW F/WH/H/KW EX BGL16-A10 50-125 10YR3/1 VF/GR c NW VrAM-l/S/K/S EX 497 BGL17-AO7 0-15 10YR2/1 NW c C/MC NWW/NW N 498 BGL17-AC8 0-25 10YR2/2 NW c NW NWW/NW N BGL17-A08 25-50 1CYR3/3 NW c VF/F NWW/NW SL BGL17-A08 50-60 10YR3/2 NW c C/FC NWWWW SL 499 BGL17-A09 0-25 10YR3/1 NW c NW VF/WH/H/KW MO 8GL17-A09 25-85 10YR2/1 NW c NW C/WH/B/KW.S EX BGL17-A09 85-125 10YR2/1 NW c F/FM F/WH/HA/KW ST 500 BGL17-A10 0-25 10YR3/1 NW c NW NWWWW SL BGL17-A10 25-75 10YR2/1 NW c F/FM F/WH/B/KW.S EX BGL17-A10 75-125 7 5YR25/1 NW c C/FC C/WH/B/KW.S ST 501 BGL1B-A08 0-25 10YR2/1 NW c c/c N/NWWW N 502 BGL18-A09 0-25 10YR4/1 NW c NW NWWWW ST BGL18-A09 25-55 10YR2/2 NW c NW NW/N/NW ST BGL18-A09 I 55-125 10YR2/1 NW c NW NW/N/NW ST 503 BGL18-A10 0-25 10 YR 3/2 NW c NW NWW/N/N ST BGL18-A10 25-75 10YR2/1 NW c VF/FM F/WH/H/K/N EX BGL18-A10 75-125 10YR3/1 NW c VF/FM C/WH/BWN.S EX 504 BGL1B-A11 0-25 10YR2/1 NW c NW NWW/N/N MO BGL18-A11 25-50 10YR3/1 NW c VF/FM F/WH/H/KW EX BGL1B-A11 50-90 10YR3/1 NW c F/FC C/WH/B/KW.S EX 505 BGL19-A08 0-20 10YR3/1 NW c NW N/NW/NW M0 BGL19-A08 20-60 10YR2/2 NW c N/N NW/NW/N ST P»t» 24 Und U.ubu/ry Muo, a« --------.eyj "...JII TIT-—-r.Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study anti DetaU Design of Bale Gadula Irrigation Prefect Annex 4.1 : Data base for A^er Hole DescHf Soli Surety S Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole •//Codo*' n n ig > Fragment'^ £;ip%)= 506 . Nodules (j/co/h/n/k) BGL19-A0 9 0-20 10YR3/1 N/N C N/N N/N/N/N/N MO BGL19-A09 20-50 10YR2/2 N/N c N/N N/N/N/N/N ST 507 BGL19-A10 0-25 10YR2/2 N/N c N/N MO BGL19-A10 25-40 10YR2/1 N/N c N/N N/N/N/N/N ST BGL19-A10 40-125 10YR3/1 N/N c FC/F C/WWB/K/N.S EX 508 BGL19-A11 0-25 10YR3/1 N/N c N/N N/N/N/N/N N BGL19-A11 25-80 10YR2/1 VF/GR c N/N N/N/N/N/N MO BGL19-A11 80-125 10YR2/1 F/GR c N/N F/WHWN ST 509 BGL20-A09 0-20 10YR473 N/N SIC N/N N/N/N/N/N MO BGL20-A09 20-45 10 YR 3/2 N/N c N/N N/N/N/N/N MO 510 BGL20-A10 0-20 10YR3/1 N/N SIC N/N n/n/n/n/m ST BGL20-A10 20-70 10YR2/1 N/N SIC N/N F/WH/S/K'S EX BGL20-A10 70-125 10YR3/3 N/N SIC N/N F/WH/B/K/N.S ES 511 BGL20-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL20-A11 20-70 10YR2/1 N/N c N/N F/WH/S/K/S ST BGL20-A11 70-125 10YR4/1 N/N SIC N/N C/WH/S/K/S EX 512 BGL20-A12 0-20 10 YR 3/2 N/N SIC N/N N/N/N/N/N SL BGL20-A12 20-50 10YR2/2 N/N c N/N F/WH/S/K/C ST BGL20-A12 50-125 10YR2/1 N/N c N/N f/wh/s/k/c ST 513 BGL21-A9 0-15 10YR3/1 N/N CL N/N N/N/N/N/N MO 514 BGL21-A10 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL21-A10 20-70 10YR2/1 N/N c N/N N/N/N/N/N EX BGL21-A10 70-125 10YR3/2 N/N c N/N V/WH/S/K/S EX 515 BGL21-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL21-A11 20-80 10YR2/1 N/N C N/N V/WH/S/K/N.S EX BGL21-A11 80-125 10YR3/2 N/N c N/N C/WH/B/K/N.S EX 516 BGL21-A12 0-25 10YR2/1 N/N SIC N/N F/WH/S/K/C ST BGL21-A12 25-80 10YR3/1 N/N c N/N FWH’SMC ST 80 125 10YR4/1 N/N c N/N M/WH/S/K/C ST 517 9GL21-A12 BGL22-A06 0-30 10YR3/1 N/N c c/c F/WHI8WC.N MO A518X 7BGI222/A09’ WM •LIT- 519 BGL22-A10 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL22-A10 20-60 10YR2/1 N/N c N/N F/WH/H/K/N EX BGL22-A10 60-125 10YR3/3 N/N C N/N F/WH/H/K/N EX 520 BGL22-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N MO BGL22-A11 20-70 10YR2/1 N/N C N/N F/WH/S/K/S ST BGL22-A11 70-125 10YR2/2 N/N C N/N FAVH/SMN EX 521 BGL22-A12 0-20 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL22-A12 20-85 10YR3/1 N/N c N/N F/WH/S/K/C ST BGL22-A12 85-125 10YR4/1 N/N c N/N C/WH/S/K/C ST 522 BGL22-A13 0-20 10YR3/2 N/N SIC N/N N/N/N/N/N SL BGL22-A13 20-50 10YR2/2 N/N c N/N F/RE/S/S/K ST BGL22-A13 50-125 10YR2/1 N/N c N/N F/RE/S/S/K ST 523 BGL22-A06 0-20 10YR3/2 N/N c N/N N/N/N/N/N N 524 BGL22-A07 0-10 10YR3/1 N/N CL M/C C/WH/H/K/N ST £525r? r BGL23^A09* nBlH -.■’N/N V '.'Illi 526 BGL23-A10 0-30 10YR3/1 N/N SIC N/N N/N/N/N/N MO WWDM U A*MKlaUan with ICT r*<« final I'aUMty Study lt<p«nFederal Democratic Republic of Ethiopia- Mlnlitry of Waler Reaource* Feasibility Study and Detail Design of Bale Cadula Irrigation Project Annex 4.1 : Data base for Augor Holo Deicrlf Soli Survey S 11 - • '■ • • i f Depth ■ Code | ’ (cm) ' Colour • (mo)U/L /- >• - v. ■.Mottles- ■ riia/cbsijj Texture ~ i '^9°^ - ■ Fragment’ <2mm. 2 IsfefJfa/sijKe 527 Mil 0GL23-A11 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL23-A1 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 BGL23-A13 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 10YR2/2 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 10YR3/2 N/N c N/N V/WH/3/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 10 YR 3/2 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-A0B 0-20 10YR3/1 N/N c N/N N/N/N/N/N N BGL24-A08 20-65 10YR2/2 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-A09 20-80 10YR6/1 N/N SCL N/N N/N/N/N/N ST 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/N1 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 J =1 I 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 10YR2/2 N/N c N/N F/WH/a/K/N.C EX BGL24-A14 80-125 10YR4/3 N/N c N/N A/WH/B/K/N C EX 540 BGL24-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 FAVH/SWC 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 BGL25A07 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 1 5 BGL2S-A08 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/B/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/SWC 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 | N/N F/WH.BL/ri/K/S.N ST WWDM In Aa—datlon with KT Un* f aaNUNty MwOy *«ponFederal Democratic RapuNk of Ethiopia- MMlitry of Water Reaourcea FeaalMtty Study and Detail Design of Bile Gadula IMpaUon Project Annex 4.1 : Deta baw for Amper How Docrtj Sod Surety S Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole ' ; '■ LAfiD? BMColour'iSfl . Mettles’- ■.y'codeir- VyEragmentcJ . .\"(a/sijV 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 NUN V/WH/B/K/CN 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 NUN 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 NUN V/WH/H/K/N EX 550 BGL26-A07 0-30 10 YR 3/1 N/N c NUN N/N/N/N/N EX BGL25-A07 30-60 10YR2/2 N/N c NUN N/N/N/N/N EX BGL26-A07 60-90 10YR3/1 N/N c N/N C/WH/S/K/S EX BGL26-A07 90-125 10YR3/2 N/N SIC N/N c/wh/e/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 10 YR 3/2 N/N c N/N v/wh/b/k/c EX BGL26-A08 75-125 10YR3/1 N/N c NUN F/WH/3/K/C EX 552 BGL26-A09 0-30 10YR3/1 N/N c NUN N/N/N/N/N EX BGL26-A09 30-70 10YR2/1 N/N c N/N V/BL/H/Mn/N EX BGL26-A09 70-125 10YR2/2 N/N c NUN M/N/N/N/N EX 553 BGL26-A10 0-25 10YR3/1 N/N SIC NUN 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 NUN N/N/N/N/N MO 8GL26-A11 25-75 10YR2/1 N/N c NUN VF/WH/S/K/S ST BGL26-A11 75-125 10YR3/1 N/N c NUN C/WH/S/K/S ST 555 BGL26-A12 0-20 10YR3/1 N/N SIC NUN N/N/N/N/N ST BGL25-A12 20-60 10YR3/2 N/N c NUN N/N/N/N/N EX BGL26-A12 60-125 10YR2/1 N/N c NUN W/H'S/K/S EX 556 BGL26-A13 0-20 10YR3/1 N/N SIC NUN N/N/N/N/N EX BGL26-A13 20-60 10YR3/2 N/N c N/N F/WH/H/K/N EX BGL26-A13 60-125 10YR2/1 N/N c N/N F/WH/H/K/N EX 557 BGL26-A14 0-30 10YR3/1 N/N c NUN N/N/N/N/N EX BGL26-A14 30-75 10YR2/1 N/N c NUN F/WH/B/K/C.N EX BGL26A14 75-125 10YR2/2 N/N c NUN F/WH/B/K/C.N EX 558 BGL26-A15 0-25 10YR2/1 N/N c NUN N/N/N/N/N EX BGL26-A15 25-70 10YR2/1 N/N c NUN V/WH/H/K/N EX BGL26-A15 70-125 10YR3/1 N/N c NUN ---- N/N/N/N/N EX 559 BGL2O-A16 0-25 10YR3/1 N/N c NUN N/N/N/N/N MO BGL26-A16 25-40 10YR2/1 N/N c NUN C/W/S/K/S VST 560 BGL27-A07 0-20 10 YR 312 N/N c N/N N/N/N/N/N EX BGL27-A07 20-80 10YR3/1 N/N c NUN F/WH/S/K/S EX BGL27-A07 80-125 10YR2/2 N/N c NUN C/WH/B/K/S.N EX 561 BGL27-A08 0-30 10YR3/1 N/N c N/N N/N/N/N/N EX BGL27-A08 30-80 10 YR 3/2 N/N c NUN V/BL/H/Mn/N 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 NUN N/N/N/N/N EX BGL27-A09 25-75 10YR2/1 N/N c N/N N/N/N/N/N EX BGL27-A09 75-125 10YR2/2 N/N c NUN F/WH/B/K/C.N EX 563 BGL27-A10 0-25 10YR3/1 N/N SIC NUN N/N/N/N/N MO BGL27-A10 25-80 10YR2/1 N/N c NUN VF/WH/S/K/S MO BGL27-A10 80-125 10YR3/1 N/N c NUN F/WH/S/K/S ST 564 BGL27-A11 0-25 10YR3/1 N/N SIC NUN VF/WH/S/K/S ST BGL27-A11 25-80 10YR2/1 N/N C NUN VF/WH/S/K/S MO BGL27-A11 BO- 10YR2/1 N/N C N/N N/N/N/N/N MO 565 BGL27-A12 0-20 10YR3/1 N/N SIC NUN V/WH/H/K/N ST BGL27-A12 20-70 10YR3/1 N/N C NUN V/WH/S/K/S EX BGL27-A12 70-125 10YR3/2 N/N c N/N V/WH/H/K/N EX 566 BGL27-A13 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/S/K/S EX BGL27-A13 50-125 10 YR 2/1 N/N c N/N V/WH/S/K/S EX 567 BGL27-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 K/N/N/N/N EX BGL27-A14 50-85 10YR2/1 N/N c N/N V/WH/H/K/N 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/NN/N EX BGL27-A15 30-75 10YR2/2 N/N c NUN F/WH/B/K/C.N EX BGL27-A15 75-125 10YR2/I N/N c N/N M/WH/B.'K/CN EX *WW In Auodalton with ICT **<• H fVwl f eaUbAr* VvWy IteportF *°*T’* Oraocnu Crf E-»pu. of ttr* R*«wn» F^axfeSty Strfy «! Ora3 Dex^n erf Bale GiduU Vr^son Prates i ICT >•<« 71 ritnif.Federal Democratic Rapubfc af Ethiopia- MMstry at Water Raaourea* FeaUbuiry Study and Detail Design at Bale Gaduli krigaton Prajad of Auger Hole . .Colour’* \ ID 'A / (cm) > - gMottles?j £’(a/coSI)* ■ *VTexture/*i . 590 Nodujes t ’ vfjJ fc a ^(ico/h/n/k ) -X/ BGL28-A43 0-25 10 YR 3/2 NN C ■ /-.Rock SFrajmentv F/rM V/WH/H/KN St BGL2&-A43 25-70 10YR3/1 NN C CJrM F/WH/H.XN SL 591 BGL29-A09 0-30 10YR3/1 N/N C NN NNN.NN MO BGL29-A09 30-70 10 YR 3/2 N/N C NN OWH^XN.C ST BGL29-A09 70-125 10YR2/2 NN C NN VANHJSAQC EX 592 BGL29-A10 0-25 10YR2/1 NN SIC NN NN/NNN MO BGL29-A10 25-70 7.5YR2 5/1 NN C N/N VF/WH/’SAC'S MO BGL29-A10 70-125 10YR2/1 NN C NN F/WWJSWS ST 593 BGL29-A11 0-25 10YR3/1 NN SIC NN V^/WH/S/KS ST BGL29 A11 - BGL29-A11 25-80 10YR2/1 NN c NN F/WH/S/K/S MO 80-125 10YR3/1 N/N c NN QWH.’SX/S ST 594 BGL29-A12 0 20 10YR3/1 N/N SIC NN NNNNN ST BGL29-A12 20-70 10YR2/1 NN C NN FaWH/SK/S EX BGL29-A12 70-125 10 YR 2/2 NN c NN V/WrVSK'S EX 595 BGL29-A13 0-20 10YR3/1 NN SIC NN N/UNNN ST BGL29-A13 20-70 10YR2/1 N/N c NN NNNNN ST BGL29-A13 70-125 10YR2/1 N/N c NN F/WFVS.1VS EX 596 BGL29-A14 0-25 10YR2/2 NN c NN NNNNN ST BGL29-A14 25-90 10YR2/1 N/N c NN NN/NNN ST BGL29-A14 90-125 10YR3/2 N/N c NN N-NN/NN ST 597 BGL29-A15 0-25 10YR2/1 N/N c NN N.N.NNN ST BGL29-A15 25-85 10 YR 3/2 NN c NN N.NNNN ST BGL29-A15 85-125 10YR3/1 N/N c NN NNNNN ST 598 BGL29-A16 0-25 10YR3/1 N/N SIC NN MNNNN ST BGL29-A16 25-70 10YR2/1 N/N c NN F/WH'S'K/S VST BGL29A16 70-125 10YR2 5/1 NN c NN F/WH/S/KN S ST 599 BGL29-A17 0-15 10YR2/1 NN SIC NN NNNNN ST BGL29-A17 15-70 10YR2/2 N/N c NN F/WH/S/K/C ST BGL29-A17 70-125 10YR2/1 NN C NN C-WH/S/K/C ST 600 BGL29A18 0-20 10YR2/1 N/N SIC NN NNN/N/N ST BGL29-A18 20-50 10YR2/2 NN c NN F/WHNKG ST BGL29-A18 50-125 10YR2/1 NN c NN QW-VH/K/C ST 601 BGL29-A19 0-25 10YR2/1 NN SIC NN NNNNN N BGL29-A19 25-75 10YR2/1 NN c NN —. NNNNN ST BGL29-A19 75-125 7.5YR2.5/1 NN C Y/F N/’NNNN ST 602 BGL29-A20 0-20 10YR3/1 NN SIC NN NNNNN MO 8GL29 A20 20-70 10YR2/1 NN C NN F/WH/HKN ST BGL29A20 70-125 10YR2/1 NN c NN F/WHHXN EX 603 BGL29-A21 0-30 10YR3/1 NN C NN C/WH/H/KN EX BGL29-A21 30-75 10YR2/1 NN C NN MWHNKN.C EX BGL29-A21 75-125 10YR4/1 NN C NN VyVBL/WH/H.B/Mn.KN.C EX 604 BGL29-A22 0-20 10YR3/1 NN C NN F/WH/HNN ST BGL29-A22 20-70 10YR2/1 NN C NN C/WH/8/K/NC EX BGL29-A22 70-125 10YR2/2 NN C NN M/A WS.KN C EX 605 BGL29-A23 0-20 10YR3/1 N/N C NN NN/NNN ST BGL29-A23 20-80 10YR2/2 N/N C N/N FAVH/SN-C ST BGL29A23 80-125 10YR2/1 N/N c NN NNNNN SL 606 BGL29-A24 0-20 10YR2/2 NN SIC NN NNNNN ST BGL29-A24 20-90 10YR2/2 NN c NN NN/NNN ST BGL29-A24 90-125 10YR2/1 N/N c NN NNNNN ST 607 BGL29-A25 0-25 10YR3/1 NN c F/FM F/WHNKN MO BGL29-A25 25-75 10YR2/1 NN c F/F CAVH.WKN ST BGL29-A25 75-125 10YR2/1 NN c VF/FM F/WHB/KN S EX 608 BGL29-A43 0-25 10 YR 3/2 NN c NN NNNNN N BGL29-A43 25-85 10YR3/1 N/N c NN NNN/NN SL BGL29-A43 85-125 10YR2/2 NN c V/F N/NNNN MO 609 BGL3O-A12 0-20 10YR3/1 N/N SIC N/N N.NN/NN EX BGL3O-A12 20-70 lOYRl? NN c NN NNNNN EX BGL30-A12 70-125 10YR2/1 NN c N/N V/WHNKN EX 610 BGL3O-A13 0-20 10YR3/1 NN SIC N/N NNNNN ST 0GL3O-A13 20-60 10YR3/3 NN c NN CAA'HB.’KN S EX BGL3O-A13 60-125 10YR3/2 NN c NN FAVKNKN EX wwtnlin ■ban wHX KI Fk.25Federal Democratic Republic of Ethiopia Ministry of Water Resources Feasibility Study and Detail Dcalgn of Dale Gadula IrTtfliilon Project Annex 4.1 : Data base for Auger Hole Deacrif Soil Sur li ■ ' ’■ i '• Code ’ .Depth; Colour.' . > (mo)U/L Bale Gadula Irrigation Project Morophological Characteratics of Auger Hole /• ' . ^Mottles , k?(a/coSlj'; : Tcxturo ’ .<2mm J m. Fragment. . - (a/sif ." Nodules ’ (.i/co/h/n/k) j Co 3 611 BGL30-A14 0-20 10YR2/1 N/N C N/N N/N/N/N/N ST BGL30-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 BGL30-A1S 0-25 10YR2/1 N/N c N/N N/N/N/N/N EX BGL30-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/KL/S ST 614 BGL30-A17 0-25 10YR2/1 N/N SIC N/N N/N/N/N/N MO BGL30A17 25-70 10YR2/1 N/N c N/N N/N/N/N/N ST BGL30A17 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-A1B 20-60 10YR2/2 N/N c N/N N/N/N/N/N ST BGL30-A1B 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 BGL3O-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 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 616 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/K/N C EX BGL3O-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 BGL3O-A22 B5-125 10YR3/2 N'N c N/N V/WWHWN ST 620 BGL30-A23 0-20 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/SH/K/C ST 90 125 10YR2/2 N/N c N/N CAVrl/S/K/C ST 621 BGL3O-A23 BGL30A24 0-20 10 YR 2/2 N/N c N/N N/N/N/N/N ST BGL30 A24 20-50 10 YR 2/2 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 BGL30-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 SYR2 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 10 YR 2/1 N/N c N/N N/N/N/N/N N 624 BGL30-A44 0-25 10YR32 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 10YR2/2 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 10YR3/2 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 hVWH/S/K/C EX BGL31-A14 85-125 10YR3/2 N/N1 c N/N M/N'N/N/N ST 627 BGL31-A15 0-30 10YR3/2 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 10YR2/1 N/N c N/N VFWB/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/WHAi/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 3/2 N/N c V/FM N/N/N/N/N ST ^nal f Miitalhy Juxh Hipo,.Fetfarel Democratic Republic of Ethiopia- Mlnlatry of Weter Resources Feasibility Study and Detail Detlgn of Bale Gadula Irrigation Project Annex 4.1 : Data beat for Auger Moto Desert? Sod Surrey St Bale Gadula Irrigation Project Morophologlcal Charactcrstics of Auger Hole B9 / (mo)U/L%j Mollies f ^(akoSI)d feTexlureay 4i^JCa&>3 632 BGL31-A20 0-20 10YR3/1 N/N SIC N/N N/N/N/N/N ST BGL31 A20 20-75 10YR2/1 N/N C N/N N/N/NAM/N EX 633 BGL31-A21 0-20 10YR3/1 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/3/WC EX 634 0GL31-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/H/K/N 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 C/WH/S/K/C ST 636 DGL31-A24 0-15 10YR2/1 N/N c NAM N/N/N/N/N ST BGL31-A24 15-75 10YR2/2 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 638 ' 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 0GL31-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/N ST BGL31-A44 75-125 10 YR 2/2 N/N c NAM 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/WH/H/K/N MO BGL32-A16 75-125 7 5YR2 5/1 N/N c NAM V F/WH/S/K/S ST 641 BGL32-A17 0-25 10YR2/1 N/N SIC NAM N/N/N/N/N ST BGL32A17 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 BGL32A18 0-15 10YR3/2 N/N SIC NAM N/N/N/N/N SL BGL32-A18 15-70 10YR3/1 N/N c NAM F/WH/H/K/C ST BGL32-A18 70-125 10YR2/1 N/N C N/N F/WH/H/K/C 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 NAM. N/N/N/N/N MO BGL32-A19 90-125 10YR3/1 M/YB c N/N N/N/N/N/N ST 644 BGL32-A20 0-20 10YR3/1 N/N SIC NAM N/N/N/N/N ST BGL32-A20 20-60 10YR2/1 N/N c N/N V/WH/SfK/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 0-2S 10YR2/1 N/N c N/N V/WH/N/K/N.C 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.BL/HB/Mn.K/N.C EX BGL32-A21 80-125 10YR3/3 N/N c N/N C/WH/S/K/C. S EX 64G 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 MN F/WH/H/K/N ST BGL32-A22 80-125 10YR2/2 N/N c N/N V/WH/H/K/N EX 647 BGL32-A23 0-30 10YR2/2 N/N c NAM 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 10YR3/2 N/N c N/N F/WH/S/K/C EX 648 BGL32-A24 0-25 10YR2/1 N/N SIC NAM VF/WH/H/K/K SL BGL32-A24 25-70 7 5YR2.5/1 N/N c MF/FM F/WH/B/K/N S MO BGL32-A24 70-125 10YR2/1 N/N c NAM CAWVS/K/S EX 649 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/WH/S/K/S MO BGL32-A25 60-100 10YR2/1 N/N c N/N VF/WH/SK/S MO 650 BGL32-A26 0-25 10YR3/1 N/N c N/N N/N/N/N/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 025 10YR2/1 N/N SIC N/N N/N/N/N/N SL 652 BGL32-A44 0-20 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/WH/H/K/N ST WWPSf in Auochuon with ICT retailTcdenl Democratic Republic of Ethiopia- Mlnlitry of Water Reioureet Feasibility Study and Detail Dealgn of Bale Gadula Irrigation Project Annex 4.1 : Data base for Auger Hole Desert; Soil Survey S Balo Gadula Irrigation Project Morophological Charactorstlcs of Auger Holo ID . ^¥1 '■ Cod. Doplh (cm) Colour • (mo)U/L.’ ‘ .. >. ^.Mottles; f. £ -(a/coStf 'SE Rock ■;x' > it ■ ~ iy. Fragment* ■ , (3/Sl) (a/co/h/n/k)1 HOW...■. CaCo3 • B 653 BGL32-A45 0-20 10 YR 3/2 N/N c N/N NAM/N/N/N ST BGL32-A45 20-65 10YR3/1 N/N c N/N V/WH/H/K/N ST BGL32-A45 65125 10YR2/1 N/N c N/N F/WH/H/K/N EX 654 BGL33-A18 0 20 10YR3/1 N/N SIC N/N N/N/N/N/N SL [ BGL33-A16 20-90 10 YR 3/2 N/N c N/N NAM/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 NAM N/N/N/N/N ST ! BGL33-A20 70-125 10YR2/1 N/N c NAM F/WH/H/K/N EX 656 BGL33-A21 0-20 10YR3/1 N/N SIC N/N NAM/N/N/N ST BGL33-A21 20-70 10YR2/1 N/N C NAM N/N/N/NAM EX BGL33-A21 70-125 10YR2/2 F/RB c NAM N/N/N/N/N EX 657 BGL33-A22 0-20 10YR2/1 N/N c N/N V/WH/H/K/N EX H BGL33-A22 20-70 10YR3/1 N/N c NAM F/WH/S/K/C EX BGL33-A22 70-125 10 YR 3/2 N/N c N/N V/WH/H/K/N ST 658 BGL33-A23 0-20 10YR3/2 N/N c NAM N/N/N/N/N ST ~ BGL33-A23 20-80 10YR3/1 N/N c N/N N/N/N/N/N EX L BGL33-A23 60-125 10YR3/3 N/N c V/F F/WH/B/K/N.C ST 659 BGL33-A24 0-25 10YR2/1 N/N SIC NAM VF/WH/H/K/N MO BGL33-A24 25-80 7.5YR2 5/1 N/N c NAM F/WH/S/K/S MO BGL33-A24 80-125 10YR2/1 NAM c N.AM F/WH/B/K/N.S ST 660 BGL33-A25 0-25 10YR3/1 N/N c N/N N/NAM/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 NAM c NAM VF/WH/S/K/S MO 661 BGL33-A26 0-25 10YR3/1 N/N c NAM N/N/N/N/N SL [ BGL33A26 25-70 10YR2/1 N/N c N/N C/WH/B/K/N.C BGL33-A26 70 125 10YR3/1 N/N c N/N M/WH/B/K/N.C ST 662 BGL33-A27 0-25 10YR2/2 WN SIC NAM F/WH/H/K/N ST BGL33 A27 25-60 10YR2/2 NAM C NAM C/WH/H/K/N ST | BGL33-A27 60 125 10YR2/1 N/N c N/N M/WH/H/K/C ST L_ 663 BGL33-A28 0-15 10YR2/2 N/N SIC NAM N/NAM/N/N N BGL33-A28 15-45 10YR2/1 N/N c NAM NAMAMAMAM SL 664 BGL33-A44 0-20 10YR3/1 NAM c N/N N/N/N/NAM BGL33-A44 20-85 10 YR 3/2 N/N c N/N N/N/N/N/N ST if BGL33-A44 85-125 10 YR 2/2 N/N c F/FM N/N/N/N/N ST 665 BGL33-A45 0-20 10YR3/2 NAM c N/N NAM/N/N/N ST BGL33-A45 20-45 10YR3/1 NAM c NAM NAMAMAMAM ST BGL33-A45 45-90 10YR2/1 N/N c N/N N/N/N/NAM KM BGL33-A45 90-125 10YR2/2 NAM c N/N N/N/N/N/N 666 BGL33-A46 0-20 10 YR 3/2 N/N c N/N NAMAMAMAM ST BGL33-A46 20-55 10YR3/1 NAM c N/N F/WHAVK/N EX BGL33-A46 55-125 10YR2/1 NAM c NAM C/WH/B/K/N S EX ■ 667 BGL34-A20 0-20 10YR3/1 NAM SIC N/N NAMAMAMAM BGL34-A20 20-60 10YR2/1 NAM C N/N NAM/N/N/N EX BGL34-A20 60-125 10YR4/2 NAM C N/N F/WH.BL/S.B/K.Mn/S.N EX 668 BGL34-A21 0-20 10YR3/1 NAM SIC N/N NAMAM/N/N BGL34-A21 20-70 10YR2/1 NAM c NAM N/N/N/N/N EX BGL34-A21 70-95 10YR2/1 NAM c N/N N/N/N/N/N EX 669 BGL34-A22 0-25 10YR2/1 NAM c N/N N/N/N/N/N ST BGL34-A22 25-85 10YR2/2 NAM c N/N F/WH/H/K/N BGL34-A22 85-125 10YR3/3 N/N c N/N N/N/N/N/N ST ' 670 BGL34-A23 0-20 10YR2/1 N/N c N/N N/N/N/N/N ST BGL34-A23 20-40 10YR2/2 N/N c N/N N/N/N/N/N ST BGL34-A23 40-85 10YR3/1 NAM c N/N N/N/NAM/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 NAM/N/N/N BGL34-A24 25-75 10YR2/1 N/N C N/N N/r/WH/H/K ST J BGL34 A24 75-125 10YR2/1 N/N C NAM N/VF/WH/S/K ST 1 672 BGL34-A25 0-25 10 YR 3/2 N/N c N/N NAM/N/N/N BGL34-A25 25-60 7.5YRZ5/3 C/RB CL N/N N/N/NAM/N BGL34-A25 60-125 7 5YR3/3 VF/RE CL NAM N/N/N/N/N ■ N 673 BGL34-A26 0-30 10YR3/1 NAM c NAM V/WH/H/K/N SL BGL34-A26 30-65 10YR2/1 NAM c NAM F/WH/B/K/C MO BGL34-A26 65-125 10YR2/2 NAM | C N/N C/WH/S/K/S MO H; WWOW In Aa*oa>Uon whh KT ph* vFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project 4.1 : Data base lor Auger Hole Descrif Sag Surrey 5 Balo Gadula Irrigation Project Morophological Characterstics of Auger Hole ja£RocicSH T •54 Colour‘d ■ISSfu/iB s-MotSesS '/(a/coSlfij j&Texturc'j^ t^ 674 BGL34-A27 0-25 10YR3/2 N/N SIC N/N MN/N/MN SL BGL34-A27 25-85 10YR2/2 MN C MN F/WH/H/K/N ST BGL34-A27 85-125 10YR2/1 N/N C N/N C/WH/H/K/N ST 675 BGL34-A28 BGL34 A28 0-20 10 YR 3/2 N/N SIC N/N N/N/N/MN SL - BGL34-A28 20 80 10YR2/2 N/N c N/N MN/N/MN MO 80-125 10YR2/1 N/N c N/N MN/N/MN ST 676 BGL34-A29 0 10 10YR4/1 N/N CL c/c MMMMN N il A77S ••BG|’&A3O 678 9GL34-A31 0-20 10 YR 3/2 MN c N/N ViWH/H/K/K EX BGL34-A31 20-70 10YR3/1 N/N c N/N F/WH/B/K/N.C EX 0GL34-A31 70-125 10YR2/2 N/N c N/N C/WSA'/S EX 679 0GL34-A45 0-25 10YR3/1 N/N c N/N N/N/N/MN SL BGL34-A45 25-75 10YR2/1 N/N c N/N F/WH/B/K/N.C MO 0GL34-A45 75-125 10YR3/1 N/N c F/F C/WH/B/K/C ST 680 BGL34-A46 0-25 10YR3/2 N/N c MN N/MNN/N SL BGL34-A46 25-90 10YR3/1 N/N c N/N N/MN/N/N SL BGL34-A46 90-125 10 YR 2/2 N/N c MN F/WH/B/K/N.S ST 681 BGL34-A47 0-35 10 YR 3/2 N/N c N/N MMMMN SL BGL34-A47 35-85 10YR3/1 MN c MN C/WHB/K/N.C ST 8GL34-A47 85-125 10YR2/2 MN c MN MMMMN EX 682 BGL35-A23 0-25 10YR3/1 MN SIC MN MN/N/MN ST BGL35-A23 25-60 10YR2/2 N/N c MN F/WH/S/K/C ST BGL35-A23 60-125 10YR2/1 MN c MN F/WH/S/K/C ST 683 BGL35-A24 0-25 10YR3/1 MN SIC MN F/WH/S/K/C ST - BGL35-A24 25-75 10YR2/2 MN c MN F/WH/S/K/C ST BGL35-A24 75-125 10YR2/1 N/N c MN F/WH/S/K/C ST 684 BGL3S-A25 0-25 5YR3/1 N/N CL MN •MMMMN N BGL35-A25 25 65 5YR3/2 n/n c MN MMMMN N BGL35A25 65-125 5YRZ5/2 N/N SIC MN MMMMN N 685 BGL35-A26 0-30 10YR3/1 N/N c MN V/WH/H/K/N ST BGL35-A26 30-80 10YR2/1 MN c MN M/WH/B/K/N.S EX BGL35-A26 80-125 10 YR 3/2 N/N c MN A/WH/S/K/S.C EX 686 BGL35A27 0-20 10YR2/1 N/N SIC MN MMN/N/N SL BGL35-A27 20-70 10YR2/2 N/N c N/N F/WH.BL/M/K/N SL BGL35-A27 70-125 10YR2/1 N/N c MN F/WH.BL/H/K/N SL 687 BGL35-A20 0-25 10YR3/2 N/N SIC N/N N/N/MMN SL BGL35-A28 25-60 10YR2/2 N/N c MN MMMMN N BGL35-A28 60-125 10YR2/1 N/N c N/N N/N/N/MN N 688 BGL35-A29 0-15 10YR3/1 MN c N/N C/WH/H/K/N SL BGL35-A29 15-70 10YR2/1 N/N c MW M/WH/B/K/CN ST BGL35-A29 70-125 10YR2/1 N/N c F/C AAVH/SWCS EX 689 BGL35-A30 0-20 10YR3/1 N/N CL F/FM MMMMN SL 690 BGL3S-A31 0-20 10YR4/1 N/N CL MN MMMMN SL BGL35-A31 20-50 10YR3/1 N/N c MN MMMMN MO BGL35-A31 50-125 10 YR 2/2 N/N c MN r/WH/SK/C ST 691 BGL35-A44 0-25 10YR3/1 MN c MN C/WH/H/K/N MO BGL3S-A44 25-60 10YR2/2 MN c F/FM M/WH/B/K/N.S ST 692 BGL35-A45 0-30 10YR3/1 MN c MN V/WH/H/K/N N BGL35-A45 30-80 10 YR 312 N/N c MN F/WH/B/K/N.S EX 8GL35-A45 80-125 10YR2/2 N/N c MN C/WH/S/K/S 693 BGL35-A46 EX 0-30 10YR3/2 N/N c MN M/WH/H/K/N BGL35-A46 30-65 SL 10YR3/1 N/N c MN F/WH/H/K/N 0GL35-A46 SL 65-125 10YR2/1 N/N c MN C/WH/H/K/N 694 BGL35-A47 SL 0-20 10YR3/2 N/N c MN N/MMMN BGL35-A47 N 20-60 10YR3/1 N/N c MN F/WH/H/K/N SL 0G135-A47 60-125 10YR2/1 N/N c MN C/WH/B/K/N S MO WWD&l In Association Urich ICT Pa<<n Hnel FeeuWiry MwOy K «i f(Federal Democratic Republic of Ethiopia- Ministry of Water Roaoureas Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Data base for Auger Hole Descrif Soli Suryjy S Balo Gadula Irrigation Project Morophological Characterstics o1 Auger Hole /.Depth . . (ern) : Co:our ■ (mo)U/L- ; ■J Mottles «l(a/coSi>y Inttnr- <2mm Rock’*- Fragment Nodules : ID ... Code. - IBM 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 5YR 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 BGL35-A25 70-125 7.5YR3/4 N/N SIC N/N N/N/N/N/N N 698 BGL36-A26 0-30 10YR3/1 N/N c N/N V/WH/H/K/N SL BGL3G-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 C/WH/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 10YR2/2 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-A26 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 CWHWS.C.S ST 702 BGL36-A30 0-25 10 YR 3/1 N/N SIC N/N C/WH/B/K/CN M0 BGL36-A30 25-80 10YR2/1 n/n c N/N M/WH/B/K/C MO BGL36-A30 80-125 10YR2/2 N/N c N/N A/WH/S/K/CS ST 703 BGL36-A31 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL3G-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 FAVH/S/K/C ST 704 BGL36-A32 0-25 10YR4/1 N/N SIC N/N N/N/N/N/N SL BGL36-A32 25-60 10YR3/1 N/N c N/N N/N/N/N/N M0 BGL36-A32 60-125 10YR2/2 N/N c N/N F/WH/S/K/C ST 705 BGL36-A44 0-30 10YR3/1 N/N c N/N VAVHM/K/N N BGL36-A44 30-75 10YR2/1 N/N c N/N FWH/S/K/C.S ST BGL36-A44 75-125 10YR2/2 N/N c V/M F/WH/SAQS EX 706 BGL36-A45 0-25 10 YR 1/2 N/N c N/N F/WH/H/K/N MO BGL36-A45 25-80 10YR3/1 N/N c N/N C/WH/8/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 10 YR 3/2 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 8GL36A46 50-90 10YR2/1 N/N c N/N F/WH/HWN ST 708 BGL36-A47 0-25 10YR2/1 N/N c N/N V/WH/H/K/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 NWN^VN MO II BGL37-A23 20-70 10YR2/2 N/N C N/N F/WH/S/K/C ST BGL37-A23 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 C/WH/S/K/C ST BGL37-A24 60-125 10YR2/1 N/N c N/N IWWH/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/H/K/N SL BGL37A26 25-85 10YR2/1 N/N c N/N F/WHfBO.C ST BGL37-A26 85-125 10YR3/2 N/N c N/N MAA/H^/K/C EX 713 BGL37-A27 0-25 10 YR 3/1 N/N c N/N N/N/N/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/MN/N SL BGL37-A28 20 80 10YR2/2 N/N c N/N F/WH/S/K/N ST BGL37-A28 80-125 10YR2/1 N/N c N/N F/WH/H/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 //AVrVB/K/K S EX BGL37 A29 75-125 7 5YR3/4 N/N c N/N M/WH/S/K/C EX i lion with ICT final reailHUcy Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study snd Detill Design at Bile Gidula Irrtgatlon Project Annex 4.1 : Data base for Auger Mole Descrtp Soil Survey S’ n Bale -.-1„ — iO . . • .i Gadula Irrigation Project Morophologlcal Characterstics of Auger Hole - i, 7 • /Mottles J- (a/coSI).- I -. $V<2rhm 1 IMS ' ~'I-•' - ■EsFragmentJi - - -- », Nodules ‘ •■;Ca/co/h/n/k) Ai f L .* ■ CaCo3 ■ 716 BGL37-A30 0-30 ' 10YR3/1 N/N C N/N V/WHMWN SL BGL37-A30 30 75 10YR2/1 MN c N/N F/WH/B/K/C.N MO BGL37-A30 75-125 10YR2/1 N/N c N/N C/WH/S/K/C.S ST 717 BGL37-A31 0-20 10YR4/1 N/N SIC N/N N/N/N/N/N N BGL37-A31 20-100 10YR3/1 N/N c MN F/WH/S/K/C MO BGL37-A31 100-125 10YR2/1 N/N c N/N F/WH/S'K/C MO 718 BGL37-A32 0-25 10YR4/1 N/N SIC N/N MN/MN/N SL BGL37-A32 25-75 10YR3/1 N/N c N/N N/N/MMN MO BGL37-A32 75-125 10YR2/2 N/N c N/N F/WH/S/K/C ST 719 BGL37-A44 0-30 10YR3/4 N/N SICL F/C M7WH/H/K/M EX 720 BGL37-A45 0-20 10YR3/2 N/N c N/N F/WH/H/K/N SL BGL37-A45 20-75 10YR2/2 N/N c N/N C/WH/B/K/N.C ST BGL37-A45 75-125 10 YR 3/2 N/N c V/F M/WH/B/K/C ST 721 BGL37-A46 0-25 10YR3/2 N/N c N/N N/N/N/N/N SL BGL37-A46 25-70 10YR3/1 MN c N/N F/WH/H/K/N ST BGL37-A46 70-125 10YR2/1 N/N c MN CAVH/H/K/N EX 722 BGL37-A47 0-20 10YR3/2 N/N c N/N F.VF/WH.Bl_/H/Mn.K/N SL BGL37-A47 20-65 10YR3/1 N/N c N/N MAVHjH/K/N SL BGL37-A47 65-125 10YR2/1 N/N c MN CAVH/H/K/N MO 723 BGL38-A23 0-20 10YR3/1 N/N SIC N/N MMMMN MO BGL38-A23 20-45 10YR2/1 N/N c MN FiWHiS/K/C ST BGL38-A23 45-125 10YR2/2 N/N c MN FAVH/S/K/C ST 724 8GL38-A24 0-15 10YR3/2 MN SIC N/N MN/MN/N ST BGL38-A24 15-100 10YR3/1 N/N c MN F/WH/S.K/C ST BGL38-A24 1 100 125 10YR2/1 N/N c MN F/WH/SK/C* ST 725 BGL3B-A25 0-25 10YR3/1 N/N c N/N MMMMN ST BGL38-A25 25-70 10YR2/1 N/N c N/N MMMMN ST BGL38-A25 70-125 10YR2/1 N/N c N/N FAVH/H/K/N EX 726 8GL3B-A26 0-20 10YR3/1 N/N c N/N MMMMN ST BGL38-A26 20-90 10YR2/1 N/N c N/N V/WMH/K/N ST BGL38-A26 90-125 10YR2/2 N/N c N/N F/WH/B/K/NC EX 727 BGL3B-A27 0-25 10YR3/1 N/N c N/N N/MN/MN SL BGL38-A27 25-70 10YR2/1 N/N c N/N VF/WH/H/K/N MO BGL38-A27 70-125 10YR2/1 VF/GR c N/N CAVH/B/K/N.S ST 728 BGL38-A28 0-25 10YR3/1 N/N c MN V F/WH/H/K/N SL BGL38-A28 25-60 10YR2/1 N/N c F/FM MWWSWNS ST BGL38-A28 60-90 10YR2/1 N/N c F/FM FAVH/S/K/S ST 729 BGL38-A29 0-25 10YR3/1 MN c MN F/WH/H/K/N.C EX BGL38-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 MN MAVH/S/K/S EX 730 BGL38-A30 0-30 10YR3/1 N/N c MN N/WH/N/N/N SL DGL38-A30 30-80 10YR2/1 N/N c MN .MAVH/B/K/N C ST BGL38-A30 80-125 10YR2/2 N/N c MN AAVH/B/K/N.C EX 731 BGL38-A31 0-20 10YR3/1 MN SIC N/N N/MN/MN SL BGL38-A31 20-70 10YR2/2 N/N C MN F/WH/S/K/C MO BGL38-A31 70-125 10YR2/1 N/N C MN F/WH/S/K/C MO 732 BGL38-A32 0-20 10YR3/1 MN SIC MN N/MMN/N SL BGL38A32 20-70 10YR2/2 N/N c MN N/MN/N/N MO BGL38-A32 70-125 10YR2/1 N/N c MN F/WH RE/SS/K/K ST 733 BGL38-A33 0-15 10YR3/1 N/N SIC MN MMMMN N BGL38A33 15-50 10YR2/2 N/N c MN N/MN/MN N 734 BGL38-A45 0-25 10YR3/2 N/N CL F/C FAVH/H/K/N SL BGL3B-A45 25-60 10YR3/3 N/N c F/FM C/WHWC MO BGL38A45 60-90 10YR2/2 N/N c C/MC AA/WH/BKJC N EX 735 BGL38-A46 0-25 10YR3/3 N/N c MN N/MN/MN MO BGL38-A46 25-70 10YR3/2 N/N c VF/FM MMMMN ST BGL38-A46 70-125 10YR2/2 MN c N/N F/WH/SACS ST 736 BGL38A47 0-25 10YR3/1 N/N c MN N/MN/MN ST BGL38-A47 25-85 10YR2/1 MN c MN MMMMN ST BGL38-A47 85-125 10YR2/1 N/N c MN FAVH/H/K/N ST WWPH In Association with KT Pa<e )S Ftaal leadbAVy Study Aepurt• ll. I Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.1 : Data base for Auger Hole Descrip Sod Surv»i' Si Bale Gadula Irrigation Project Morophological Characterstics of Auger Hole ID. ' •X- Code (c Colour (mbju/L - ‘ .Mottles ; (a/coS4)'. ■ TexW.e . -.<2m(hr: Fragment ' N^(a/si):.\ ; ||||f £©73 'BGL38-A48 •V tSaa-BSE x- k/n5 738 BGL39-A24 0-15 10YR4/1 NN SIC NN NNNNN ST BGL39-A24 15-50 10 YR 3/2 NN c NN F/WH/S/K/C ST BGL39-A24 50-125 10YR2/2 NN c NN F/WH/S/K/C ST 739 BGL39-A25 0-25 10YR2/1 NN c NN N/NN/NN ST BGL39-A25 25-80 10YR3/1 NN c NN V/WH/H/KN ST BGL39-A25 80-125 10 YR 3/2 NN c N/N C/WH/H/K/N EX 740 BGL39-A26 0-25 10YR3/2 NN c NN N/NN/NN SL BGL39-A26 25-75 10 YR 3/3 NN c NN F/WH/H/KN MO BGL39-A26 75-125 10YR3/4 NN c NN F/Wh/H/KN ST 741 BGL39-A27 0-25 10YR3/1 N/N c NN NNNNN SL BGL39-A27 25-65 10YR2/1 NN c NN VF/WH/S/K/S M0 BGL39-A27 65-125 10YR2/1 NN c NN C/WH/B/K/N.S ST 742 BGL39-A28 0-25 10YR2/1 N/N c NN VF/WH/H/KN SL BGL39A2S 25-75 7.5YR2 5/1 F/GR c NN F/WH/B/KN.S ST BGL39-A28 75-125 10YR2/1 NN c VF/FM FAVH/S/K/S ST 743 BGL39-A29 0-20 10YR3/2 NN c NN NNNNN SL BGL39-A29 20-90 10YR2/1 N.'N c N/N F/WH/H/KN ST BGL39-A29 90-125 10YR2/1 NN c NN C/WH/B/KN.S ST 744 BGL39-A30 0-20 10 YR 3/2 NN c N/N V/WHHWN SL BGL39-A30 20-70 10YR2/2 NN c NN F.V/WH.RE/H.S/WH FEN.S ST BGL39-A30 70-125 10YR2/1 NN c N/N C/WH/B/KN S EX 745 BGL39-A31 0-20 10YR3/1 NN SIC NN NNNNN SL BGL39-A31 20-85 10YR2/2 NN c NN F/WH/S/K/C MO BGL39-A31 85-125 10YR2/1 N/N c NN F/WH/S/K/C MO 746 BGL39-A32 025 10YR3/1 NN SIC NN NNNNN SL BGL39-A32 25-60 10YR2/2 N/N c NN NNNNN MO BGL39-A32 60-125 10YR2/1 NN c N/N F/WH/S/K/C ST 747 BGL39-A33 0-20 10YR3/1 NN SIC NN N/NN/NN SL BGL39-A33 20 70 10YR2/2 N/N c N/N F/WH/H/K/S ST BGL39-A33 70-125 10YR2/1 NN c NN F/WH/H/K/S ST 748 BGL39-A34 0-20 10YR3/1 N/N c NN NNNNN SL 749 BGL39-A35 0-25 10YR2/1 NN1 SIC F/FM VF/WHH/K/S SL BGL39-A35 25-60 10YR2/2 NN c M/FC F/W/8/KN.S MO &750X •■^BG"U39-A 46 751 BGL39-A4 7 0-30 10 YR 3/2 NN c N/N V/WH/H/KN ST BGL39-A47 33-80 10YR3/1 NN c NN F/WHNNN ST BGL39-A47 80-125 10YR2/1 NN c NN’ C/WH/B/KN C ST 752 BGL40-A24 0-20 10YR3/1 NN c NN NNNNN ST BGL40-A24 20-85 10YR2/1 NN c NN F/WH/H/KN ST BGL40-A24 85-125 10YR372 NN c NN CAVHBNN.C EX 753 BGL40-A25 0-30 10 YR3/2 NN c NN V/WH/H/KN SL BGL40-A25 30-80 10YR2/2 NN c NN F/WHRE/HS/K.FeN.S ST BGL40-A25 I 50-125 10YR3/1 NN c NN F.C/WH REN S/K FeN.S ST 754 BGL40-A26 0-20 7 5YR2 5/3 T NN SIC N/N N/NNNN N BGL40-A26 20-85 7 5YR3/4 NN c NN NNNNN SL BGU0-A26 85-125 5YR3/4 NN c NN V/WH/B/K/C MO 755 BGL40-A27 0-25 7 5YR2 5/1 NN c NN NNNNN SL BGL40-A27 25-75 10YR2/1 NN c NN VF/WH/SN/S MO BGL40-A27 75-125 10YR2/1 NN c NN C/WH/B/K/N.S ST 756 BGL40-A28 0-25 10YR2/1 NN c NN N/NN/NN SL BGL40-A28 25-70 7 5YR2S/1 NN c N/N F/WH/H/K/N MO BGK0-A28 70-125 10YR2/1 NN c nn C/WH/B/K/N.S ST 757 BGL40-A29 0-30 10 YR 3/2 NN c NN NNNNN MO BGL40-A29 30-85 10YR3/1 NN c NN F/WHNFK/N ST BGL40 A29 eS-125 10YR2/1 N/N C 1 NN M/WH/B/K/N.S EX •rtthlCT Final I uWbibty UuO,Federal Democratic Republic of Ethiopia- Ministry of Walor Reaouroea Feasibility Study and Detail Deiign of Dale Gadula Inloadon Project Annex 4.1 : Data base few Aufef Hole Detcrtp SoO Survey 3^ tsaio >ac > in’K luia irriyai tCofourJ7. u feiuW rtMottJesjg ■;*(a/coSI) < trC-Texturej?; 3Ss:2mrn®r m u ■":Nod u?rs (a/co/h/n/k) 758 0 20 2 5YR3/4 N/N SIC N/N N/N/N/N/N SL BGL40-A30 - 20-75 2 5YR 3/3 N/N C N/N F/BL/H/Mn/N SL BGL40-A30 75-125 2.5YR25/3 N/N c N/N F/RE.BL/SH/Fe.Mn/N S SL 759 BGL4O-A31 0-25 2.5YR3/3 N/N c VF/FM N/N/N/N/N N BGL4O-A31 25-60 2 5YR 3/4 N/N c N/N N/N/N/N/N N BGL4O-A31 65-125 2 5YR3/6 N/N c N/N N/N/N/N/N N 760 BGL40 A32 - BGL40-A32 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL 25-60 10 YR 2/2 N/N c N/N N/N/N/N/N MO BGL40-A32 60-125 10YR2/1 N/N c N/N F/WH/S/K/C ST 761 BGL40-A33 0-25 10YR3/1 N/N SIC N/N N/N/N/N/N SL BGL40-A33 25-85 10YR2/2 N/N c N/N F/WH/H/K/N ST BGL40-A33 85-125 10YR2/1 N/N c N/N F/WH/H/K/N ST 762 BGL4O-A34 0-20 10YR3/1 N/N c N/N N/N/N/N/N ST BGL4O A34 20-70 10YR2/1 N/N c N/N C/WHB/K/N.S EX BGL40-A34 70-125 10YR2/1 N/N c N/N M/WH/B/X/N.S EX 763 BGL4O-A35 0-25 10YR2/1 N/N SIC N/N F/WH/S/K/S ST BGL4O-A35 25-75 10YR2/2 N/N c VF/F VF/WH/SMS ST BGL4O-A35 75-125 10YR2/1 N/N c F/FM F/WH/H/K/N ST 764 BGL4O-A36 0-20 10YR2/2 N/N CL NN F/WH/H/K/N N 20-40 10YR3/1 N/N SIC N/N C/WH/H/K/N ST ssaissw? 766 BGL40-A36 BGL40A47 0-20 10YR3/2 N/N c I N/N C/WH/H/K/N ST BGL40-A47 20-65 10YR2/1 N/N c F/F F/WH/H/K/N ST BGL4O-A47 65-95 10YR3/2 N/N c C/F F/WH/H/K/N ST BGL40-A47 95-125 2.5YR3/6 N/N c F/F CWVH/HAC'S ST 767 BGL4O-A51 0-20 10YR3/2 N/N c N/N N/N/N/N/N SL BGL40-A51 20-75 10YR3/1 N/N c N/N NUN/KN/N ST BGL40-A51 75-125 25YR2.5/4 N/N c N/N N/N/N/N/N MO 768 BGL40-A52 0-20 2.5YR2.5/4 N/N SIC N/N N/N/N/N/N SL BGL4O-A52 20-80 2. SY R2.5/3 N/N C NN NUNUNUN/N SL 8GL4O-A52 80-125 2.5YR3/4 N/N C N/N N/N/N/N/N MO 769 BGL40-A53 0-25 10YR3/1 N/N c N/N N/N/N/N/N ST BGL4O-A53 25-75 10YR2/1 N/N c NUN F/BL/H/MrVN EX BGL40-AS3 75-125 10YR4/1 N/N -C~ NUN A.C/WH.BL/BH/K.Mn/SC.N EX 770 BGL40-A54 0-25 10YR3/4 N/N SIC NUN V/WH/H/K/N EX BGL4D-AS4 25-65 10YR3/3 N/N C NUN C/WH/EUK/NC EX BGL40-A54 65-125 10YR3/2 N/N SIC NUN C/WH/H/K/N.C EX 771 BGL4O-A55 0-15 10YR4/2 N/N C F/F N/N/N/N/N N 772 BGL4O-A56 0-25 10 YR 3/3 N/N C NUN N/N/N/N/N ST BGL40-A56 25-80 10YR3/3 N/N c N/N F/WH/FUK/N ST BGL4Q-AS6 80-125 10YR2/2 N/N C N/N F/WHA4AUN ST 773 BGL41-A24 0-15 10YR3/2 N/N c N/N N/N/N/N/N ST BGL41-A24 15-60 10YR2/1 N/N c N/N V/WH/H/KJN ST BGL41-A24 60-120 10YR2/1 N/N c N/N CWVFUBAVC 774 EX BGL41-A25 0-25 10YR2/2 N/N c NUN N/N/N/NN SL BGL41-A25 25-80 10 YR 3/3 N/N c N/N N/N/N/NN BGL41-A25 ST 80-125 10 YR 3/2 N/N c NUN V/WHA-UK/N 775 BGL41-A26 ST 0-25 2.5 YR 3/4 N/N c NUN N/N/N/N/N BGL41-A26 25-65 SL 2.5YR2.5/3 N/N c NUN hUN/N/hUN BGL41-A26 65-125 SL 5YR3/3 N/N c NUN NAMA^ASUN 776 BGL41-A27 0-25 SL 7.5YR2 5/1 N/N c N/N N/.NUN/NUN BGL41-A27 25-75 SL 10YR2/1 VF/GR c NUN BGL41-A27 c VF/WH/S/K/S 75-125 MO 10YR2/1 VF/GR N/N VF/WH RE/S/K.Fe/S 777 BGL41-A28 0-25 ST 10YR3/1 N/N c NUN c N/N/bUNA^ BGL41-A28 25-65 MO 10YR2/1 N/N VF/FM F/VAVHAVN BGL41-A28 65-75 ST 10YR2/2 N/N c N/N c F/WH/BAVN.S 778 BGL41-A29 0-25 MO 10YR3/2 N/N NUN V/WHA-UK/N BGL41-A29 25-55 N 10YR2/1 N/N c NUN F/WHA-UK/N I BGL41-A29 55-125 ST 10YR2/1 N/N c N/N M/WH/B/K/N S EX WVJM U. AjhkUuoa with ICT race If final ftauKkty itwO, ftapertFederal Democratic Republic of Ethiopia- Ministry of Water Reaources Feasibility Study and Detail Design of Dale Gadula Irrigation Project Annex 4.1: Data best for Auger Hole Oettrtf Soil Survcv S Bale Gadula Irrigation Project Morophologlcal Characterstics of Auger Holo LCodo-1,,.. iwAi........................... .............. . .MottJes, ?(a/coSI)' <2mtni |Nodulef (a/co/h/n/k)v BGL41-A30 BGL41-A30 BGL41-A30 10 YR 3/2 1DYR3/1 N/N/N/N/N N/N/N/N/N 65-100 100-125 0-25 10YR2/1 C/WH/H/K/N BGL41-A30 10 YR 3/2 C/WH/B/K/N.S BGL41-A31 2 5YR3/4 N/N/N/N/N BGL41-A31 25 80 2 5YR3/2 N/N/N/N/N BGL41-A31 80-125 0-25 2.5YR3/4 N/N/N/N/N BGL41-A32 10YR3/1 VF/WH/H/K/N BGL41-A32 25-75 10YR2/1 VF/WH/S/K/S BGL41-A32 75-125 10YR2/2 VF/GR VF/WH/B/K/N.S BGL41-A33 BGL41-A33 0-20 20-50 10YR3/1 10YR2/2 BGL41-A33 50-125 10YR2/1 N/N/N/N/N F/WH/H/K/N F/WH/H/K/N BGL41-A34 0-20 20-60 10 YR 3/1 N/N/N/N/N BGL41-A34 BGL41-A34 10 YR 2/1 F/WH/H/K/N BGL41-A35 BGL41-A35 60-125 0-25 25-75 10 YR2/1 C/WH/B/K/NS 10 YR 2/1 VF/WH/S/K/S 7.5YR2.5/1 F/WH/B/K/N.S BGL41-A35 75-125 WYR2/JL VF/WH/S/K/S BGL41-A36 BGL41-A36 BGL41-A37 0-20 20-50 0-25 10YR4/1 V/WH/H/K/N 10YR4/2 10 YR 3/1 BGL41-A37 25-65 10YR2/1 M/WH/H/K/N N/N/N/N/N F/WH/H/K/N BGL41-A46 BGL41-A47 0-25 0-20 10 YR 3/2 10YR3/2 BGL41-A47 20-95 10YR2/1 BGL41-A47 95-125 10YR3/2 N/N/N/N/N N/N/N/N/N N/N/N/N/N N/N/N/N/N BGL41-A51 0-25 10YR3/2 N/N/N/N/N BGL41-A51 25-80 10YR3/1 V/WH/H/K/N BGL41-A51 80-125 10YR2/1 F/WH/B/K/NS BGL41-A52 2.5YR2.5/3 N/N/N/N/N BGL41-A52 2.5YR2.5/4 N/N/N/N/N BGL41-A52 2.5YR3/4 BGL41-A53 0-25 25-90 90-125 0-30 30-80 80-125 F/WH/S/K/S 5 YR 3/3 N/N/N/N/N BGL41-AS3 5YR3/4 N/N/N/N/N BGL41-A53 5YR2.5/2 N/N/N/N/N BGL41-A54 0-30 30-80 80-125 10YR3/1 BGL41-AS4 10YR2/2 V/WH/H/K/N F/WH/B/K/CN BGL41-A54 10 YR 2/1 BGL41-A55 10YR4/4 F/WH/S/K/S F/WH/H/K/N BGL41-A55 | 0-20 20-80 80-125 0-25 10YR3/4 BGL41-A55 I 10 YR 3/6 F/WH/H/K/N F/WH/H/K/N BGL41-A56 10YR3/2 N/N/N/N/N BGL41-A56 25-125 10YR2/2 C/WH/H/K/C BGL41-A57 10YR3/1 N/N/N/N/N BGL41-A57 0-25 25-90 10YR3/2 BGL41-A57 90-125 10YR2/2 VF/WH/H/K/N VF/WH/S/K/S BGL41-A58 0-25 10YR3/1 N/N/N/N/N BGL41-A58 25-85 10YR3/2 BGL41-A58 85-125 10YR2/2 VF/FM VF/WH/S/K/S F/WH/H/K/N BGL41-A59 0-25 10YR4/1 N/N/N/N/N BGL41^59 10YR3/1 C/WH/8/K/CN BGL41-A59 25-55 55-90 10YR3/2 C/WH/B/K/C.N BGL41-A59 90-125 10YR4/2 M/WH/S/K/S.C WWDM U Aaaodetien wnh KT ?•<« M finalANNEX 4.2 DATA BASE FOR PROFILE DESCRIPTION'JillFederal 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 Bale Gadula irrigation project 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): 0766697 Author: Land form: Atelbachew & Endalk Valley floor Relief intensity: <100 Elevation: Map sheet No. Lat (E): 0651304 1969 0740 C4 Regional slope: Flat to gently undulating Depth to bedrock: >200 cm Slope class: Slope form: Position: Gently slope Uniform Rock out crops: None Lowest Surface coarse fragments: Few stones. Surface cracks: Wide 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 Land cover: Intensively cultivated land & open grass land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight Sheet and nil 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: Land form: Addisu Plateau terrace Elevation: Lat (E): 0650372 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: Effective soil depth Alluvial deposits : Very deep 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 Water table: None Flooding: None 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: 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 Uniform Lowest Level Alluvial deposits Lat (E>: Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0652400 1958 0740 C4 >200 cm None Surface coarse fragments: Many stones and few boulders Surface cracks: Fine to Medium and wide Effective soil depth: Very deep Surface sealing: None Land cover: Predominantly cultivated land & dense shrub 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 0-20 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: Land form: Atelbachew Valley floor Relief intensity: <100 Regional slope: Fiat Slope class: Nearly level Slope form: Irregular Elevation: Map sheet No. Lat (E): 0652400 7960 0740 C4 Position: Low 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 Depth to bedrock: >200 cm Rock out crops: Few Surface coarse fragments: Common stones and large boulders Surface cracks: Fine Surface sealing: weak Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Fertilizers: 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, (Hunnic,Pellic) Coordinates, Long (N): 0786702 Lat (E): 0653113 Elevation: 7946 Author: Addisu Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Level Slope form: Uniform Position: Low Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Map sheet No. 0740 C4 Depth to bedrock: >290 cm Rock out crops: None 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; many 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 jdiffuse 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 feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.2 Data Base for Profile Description Soil Survey Study I I ■ Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-06 Mapping unit: Piso-ccVRcr-stC Status: Sampled profile Date: 03/07/09 Soil classification, FAO (20060 :Sodi-Calcic Vertisols, (Chromic) 0785774 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Endalk Valley floor <100 Flat to gently undulating Very gently slope to gently Uniform Low Elevation: Map sheet No. Coordinates, Long (N): Lat (E): 0653406 1925 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Many stones and few boulders Surface cracks: Fine to medium Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Surface sealing: None Land cover: Open shrub land & Intensively cultivated land Land use: Rain fed arable cultivation & extensive grazing Drainage class: Drainage external: Well Water table: None Flooding: None Well drained Fertilizers: None Erosion status: 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 6 $gg§lFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project^ Annex 4 J Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: Micro topography: Parent material: Atelbachew & Eyouale Valley floor <100 Flat Nearly level Uniform Low Gilgai Alluvial deposits Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0655400 1916 0740 C4 >200 cm Very few 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 7Federal 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 Bale Gadula irrigation project 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: Atelbachew & Eyouale Lat (E): 0655387 Land form: Valley floor Elevation: 1895 Relief intensity: <100 Map sheet No. 0740 C4 Regional slope: Flat to gently undulating Depth to bedrock: >100 cm Slope class: Very gently slope Rock out crops: None Slope form: Uniform Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Moderately deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None 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 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 medium pores; 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-09 Mapping unit: VB2moVRca-peB Status: Sampled profile Date: 04/07/09 Soil classification, FAO (2006): Mollie Vertisols Author: Atelbachew & Eyouale Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Convex (Calcaric, Pellic) Coordinates, Long (N): 0786264 Lat(E): 065 5418 Elevation: 1899 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None 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 Surface coarse fragments: Common stones Surface cracks: Medium Surface sealing: weak Land cover: Bush shrub grass land & Intensively cutavated 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 roots; 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: Atelbachew & Eyouale Land form: Valley floor Relief intensity; <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform Position: High Micro topography: Level Parent material: Colluvial over Alluvial Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Lat (E): 0656379 Elevation: 1909 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Few stones and gravel Surface cracks: None Surface sealing: None Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Fertilizers: 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 roots; common 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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: Atelbachew & Eyouale Plain Elevation: Lat (E): 0656397 1891 Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Convex Map sheet No. 0740 C4 Position: Medium Micro topography: None Depth to bedrock: 156 cm Rock out crops: Common Surface coarse fragments: Common stones Surface cracks: Medium Surface sealing: None Parent material: Alluvial deposits over in situ Land cover: Bush shrub grass land & Intensively cultivated land 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 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 11 . ......Federal 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 Bale Gadula irrigation project Profile code: BGP-12 SOIL PROFILE DESCRIPTION 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: Ate I ba chew & 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 fine 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): 0784025 Author: Atelbachew & Eyouale Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Nearly level Slope form: Uniform Position: Medium Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Lat (E): 0657393 Elevation: 1882 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: None 0-28 cm: Very dark gray (10YR 3/1) when moist; clay texture; weak medium granular structure; firm when moist, ver^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 ReportFederal 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-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: Micro topography: Parent material: Atelbachew & Eyouale Valley floor <100 Flat Level Uniform Medium Level Alluvial deposits Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0657406 1868 0740 C4 >200 cm None Surface coarse fragments: Common stones & coarse gravel Effective soil depth: Very deep Drainage class: Drainage external: Water table: Flooding: Well drained Slow None Biennially 1-15 days 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 0-30 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,Pe///c_)Coordinates, Long (N): 0783983 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 Gently slope Uniform High Level Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0658416 1871 0740 C4 >200 cm None 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: 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; slightly 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: La nd fo rm: Addisu & F/Mariam Valley floor Elevation: Lat(E): 0651412 1931 Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Level Slope form: Concave Position: Low Micro topography: Level Parent material: Alluvial Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None 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 Fertilizers: None Erosion status: None 0-25 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 FeasibilityStud 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-17 Mapping unit: VB2moVRca-peB Status: Un sampled profile Date: 03/07/09 Soil classification, Author: FAO (2006): Mollie Vertisols (Calcaric, Pellic) Coordinates, Long (N): 0783088 Atelbachew & Endalk Valley floor Lal (£)• 0658270 Land form: Relief intensity: <100 Elevation: Map sheet No. 1875 0740 C4 Regional slope: Slope class: Flat Nearly level Depth to bedrock: >200 cm Rock out crops: None Slope form: Uniform Surface coarse fragments: Common stones & coarse gravel Position: Medium Micro topography: Level Parent material: Effective soil depth Alluvial deposits i: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Surface cracks: Surface sealing: 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 Date: 02/07/09 Status: Sampled profile Soil classification, FAO (2006): Calcic Vertisols (Pellic) Coordinates, Long (N): 0781948 Author: Land form: Atelbachew & Eyouale Valley floor Elevation: Lat (E): 0658577 1864 Relief intensity: <100 Regional slope: Flat Slope class: Nearly level Slope form: Uniform Map sheet No. 0740 C4 Position: Medium Micro topography: Animal tracks Depth to bedrock: 160 cm Rock out crops: Few Surface coarse fragments: Common stones & large boulders Surface cracks: Medium Surface sealing: None Parent material: Alluvial deposits over in situ Land cover: Intensivefy cultivated land. Bushed shrub grass land 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 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 Gadula Irrigation Project Bale Gadula irrigation project Annex 42. 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: Valley floor Relief intensity: <100 Regional slope; Flat to gently undulating Slope class: Nearly level Slope form: Uniform Position: Medium Micro topography: Level Parent material: Alluvial deposits over in situ 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: 181 cm Rock out crops: Few Surface coarse fragments: Few stones Surface cracks: Fine to medium Surface sealing: None Land cover: Intensrvefy cultivated land & bushed shrub grass land Land use: Rain fed arable cultivation & extensive grazing Fertilizers; None Erosion status: Slight sheet and splash erosion 0-25 cm: Dark gray (10YR 4/1) when dry. very dark grayish brown (10YR 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 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-20 Mapping unit: VBfccVRpeA Soil classification, FAO (2006): Calcic Vertisols Status: Un sampled profile Date: 25/07/09 (Pellic) Coordinate s, Long (N): 0783000 Author Endalk & Eyouale Lat (E): 0659400 Land form: Valley floor Relief intensity: <100 Regional slope: Flat Elevation: 1869 Map sheet No. 0740 C4 Slope class: Slope form: Position: Very gently slope Uniform Low Depth to bedrock: Rock out crops: >150 cm None Surface coarse fragments: Many stones & boulders Surface cracks: Medium Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Deep Drainage class: IVe// drained Drainage external: Well Water table: None Flooding: None Surface sealing: None Land cover: Moderately cultivated land, open grass 4 shrub land Land use: Rain fed arable cultivation & extensive grazing Fertilizers: None Erosion status: Slight sheet and nil 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 Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study 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: None Erosion status: 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 21 - ---------Federal 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-22 Mapping unit: VBtccVRpeA Date: Status: Sampled profile Soil classification, FAO (2006): Calcic Vertisols (Pellic) 28/06/09 Coordinates, Long (N): 0782234 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Addisu Valley floor <100 Gently undulated Gently slope Convex Lowest Level Alluvial deposits Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0660428 1853 0740 C4 >200 cm None Effective soil depth: Very deep 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 Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well None None Fertilizers: Erosion status: None 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: 1664 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 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 Water table: None Flooding: None 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 cutaris; 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 Balo Gadula Irrigation Project Bale Giuiula irrigation project Annex 4.2 Data Base for Profilo 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: Landform: Atelbachew <£ Eywa/e Valley floor Lat (E): Elevation: 0661340 1834 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 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: Sparse/}’ cu.tivated land & Bushed shrub grass land Land use: Ram fed arable cultivation & Extensive grazing Drainage class: Drainage external: IVe.7 Water table: None Flooding: None Well drained Fertilizers: None Erosion status: Slight sheet & splash erosion 0-27 cni 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, sightly sticky 3 slightly plastic when wet; common fine and medium roots; common fine and medium pones, non calcareous; dear and smooth boundary. 27-100 cm Dark red (2.5W 3*5) when moist day loam texture; very few medium gravel rock fragment moaerate medium sub angular blocky structure; friable to firm when moist, slightly sticky & slightly plasbc when wet broken distinct shiny faces cutans; common fine and medium root common fine and medium pores; slightly calcareous . 100-165 cm Dark redd.sh brown (2.5 YR 3*4) when moist day texture; sticky & plastic when wet, sightly ca'careocs 1SW3SE frs Associated w£i CT final Feasibility Study Report Page 24Federal 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-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: Land form: Atelbachew & Eyouale Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Very gently slope Lat(E): Elevation: Map sheet No. Depth to bedrock: 0661541 1837 0740 C4 >200 cm Slope form: Position: Uniform Medium Rock out crops: None Surface coarse fragments: None 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 sealing: Land cover: Land use: Fertilizers: Erosion status: Fine 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 SOIL PROFILE DESCRIPTION Profile code: BGP-26 Mapping unit: PiccVRhu-peC Annex 4.2 Data Base for Profile Description Soil Survey Study Status: Sampled profile Date: 13/07/09 Soil classification, FAO (2006): Calcic Vertisols (Humic, Pellic) Coordinates, Long (N): 0782343 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: 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 blocky 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 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-27 Mapping unit: VBIccVRpeA Status: Sampled profile Date: 14/07/09 Soil classification, FAO (2006): Calcic Vertisols (Pellic) Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale Valley floor <100 Flat to gently undulating Very gently slope Uniform Coordinates, Long (N): 0781038 Lat (E): 0662413 Elevation: Map sheet No. Depth to bedrock: Rock out crops: 1816 0740 C4 140 cm Few 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: Erosion status: - None 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 medium granular structure; very-hard when dry, fnable to firm when moist, sticky & plastic when wet; many medium Acoarse 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 Gad ala 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: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew, Eyouale Valley floor <100 Flat to gently undulating Very gently slope Convex Medium Lat(E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0663401 1798 0740 C4 >200 cm None Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Surface coarse fragments: Few coarse gravel & stones Surface cracks: Wide Surface sealing: weak Land cover: Settlement & Intensively cultivated land Land use: Residential use & rain fed arable cultivation Drainage class: Drainage external: Water table: Flooding: Well drained Well None None Fertilizers: Erosion status: None Slight sheet & splash erosion 0-25 cm. Dark grayish brcr//n (10 YR 3/2 ) when moist clay texture; weak fine granular structure; fmblewhen moist very sticky & very plastic when wet few white both hard and soft carbonate nodules , many coarse roots; many coarse pores; strongly calcareous ;clear anc 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 v/hen moist; very sticky & very plastic v/hen 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 day texture, moderate medium angular blocky structure; very firm when moist very sticky & very plastic v/hen 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, day texture; moderate medium angular blocky structure, very firm when moist very sticky & very plastic v/hen wet broken distinct slickenside; dominant white both hard and soft carbonate nodules & segregation ; few fine pores; extremely calcareous . WWDSE tn 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 Irrigatior^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: Soil classification, FAO (2006Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0781035 Lat (E): 0663223 Elevation: 1801 14/07/09 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Atelbachew & Mekuria Valley floor <100 Flat Nearly level Uniform Medium Level Alluvial deposits Map sheet No. Depth to bedrock: Rock out crops: 0740 C4 >200 cm None Surface coarse fragments: Few coarse gravels & stones Surface cracks: Fine to medium Effective soil depth: Very deep Surface sealing: None Land cover: Intensively cultivated land & bushed shrub grass 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 & 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 IC1 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 Regional slope: Gently undulated Slope class: Gently slope Slope form: Uniform Position: Medium Micro topography: None Parent material: Colluvial over Alluvial Effective soil depth: Very deep Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Common stones Surface cracks: Wide Surface sealing: None Land cover: Moderately cultivated land Land use: Rain fed arable cultivation Drainage class: Moderate well drained Fertilizers: Drainage external: Well Water table: None Flooding: None Erosion status: None Slight sheet & splash erosion 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 DetaiI 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-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: Micro topography: Parent material: Addisu & Eyouale Valley floor <100 Flat to gently undulating Level Uniform Medium Level/Ammal tracks Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0664434 1809 0740 C4 >200 cm None Surface coarse fragments: None 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 Studj^an^Detall 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 (Calric, Hyposodic) Coordinates, Long (N): 0780990 Author: Kinfe & Eliays Land form: Valley floor Relief intensity: <100 Regional slope: Flat to gently undulating Slope class: Nearly level to very gently Lat (E): 0664399 Elevation: 1811 Map sheet No. 0740 C4 Depth to bedrock: 145 cm Rock out crops: Common Slope form: Position: Uniform Low Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None 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 Fertilizers: None Erosion status: 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. 111 WWDSE In Association with ICT Final Feasibility Study Report Page 32 LT, A*! UJJJOT TFederal Democratic Republic of Ethiopia- Ministry of Waler Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-33 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 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: Aberham & Kinfe Valley floor <100 Gently undulated Gently slope Uniform Low 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: Fine to medium Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Surface sealing: None Land cover: Moderately cultivated land & open wood land 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 Ba/e 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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 (Caine, Hyposodic), Stony phase Coordinates, Long (N): 0782020 Lat (E): 0666344 Elevation: 1769 Author Land form: Atelbachew & Eyouale Valley floor Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Slope class: 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: Alluvial deposits over in situ Land cover: Intensively cz/Tuvatedland. Bushed shrub grass land 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: Erosion status: None Slight sheet & splasherosion 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 boundary' 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 slickenside; 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; day texture; strong coarse sub angular blocky structure; firm v/hen 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 v/hen 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 lrrigation 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 Ste Date: Soil classification, FAO (2006): Calcic Vertisols (Hyposodic. Chromic) Coordinates, Long (N): 0781035 La£(E): 0666406 Elevation: 1768 Sampled profile 17/06/09 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Atelbachew & Eyouale 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 Surface coarse fragments: Few stones Surface cracks: Wide Surface sealing: None Land cover: Bushed shrub grass land & fJoderatefy 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 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 plasfic^hen 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 PageFederal 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 Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-38 Mapping unit: VB1ccVRwn-crA Status: Un sampled profile Date: 14/07/09 Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0782019 Lat (E): 0667398 Elevation: 1303 Author: Kinfe & Fasil Land form: Valley floor Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Flat Depth to bedrock: 100 cm Slope class: Very gently slope Rock out crops: None Slope form: Uniform Position: Low Micro topography: Level Parent material; Alluvial deposits Effective soil depth: Deep Water table: None Flooding: None Surface coarse fragments: None Surface cracks: Medium Surface sealing: weak Land cover: 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 0-20 cm: Very dark gray (10 YR 3/1) when moist; clay texture; strong medium to coarse giaoular 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 38Federal 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 Bale Gadula irrigation project 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 ( Author: Land form: Relief intensity: ;N): 0783007 Lat (E): 0668385 Elevation: 1736 Kinfe & Eliays Valley floor <100 Map sheet No. 0740 D3 Regional slope: Flat Depth to bedrock: >185 cm Slope class: Nearly level Rock out crops: None Slope form: Uniform Surface coarse fragments: Very few stones Position: Low Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Surface cracks: Surface sealing: Fine to medium None Land cover: Intensively cultivated land, open shrub & bush land Land use: Rain fed arable cultivation & Extensive grazing 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 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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): 0731998 Lat (E): 0668399 Elevation: 1736 Author: Kinfe & Eliays 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: Uniform to Concave Surface coarse fragments: Very few stones Position: Low Micro topography: Animal tracks Parent material: Alluvial deposits Effective soil depth: Drainage class: Very deep Surface cracks: Fine to medium Surface sealing: None Land cover: Moderately cultivated land, open shrub & bush land Land use: Rain fed arable cultivation & Extensive grazing Moderate well drained Fertilizers: DAP 100 kg/ha Drainage external: Well Water table: None Flooding: None Erosion status: Moderate rill & gully erosion 0-20 cm: ti ..4 Very dark gray (10 YR 3/1) when moist; clay texture; strong fine and mediurmgranular 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 Annex 4.2 Data Base for Profile Description Soil Survey Study SOIL PROFILE DESCRIPTION Profile code: BGP-41 Mapping unit: VB1ccVRwn-crA Status: Un sampled profile Date: Soil classification, FAO (2006): Calcic Vertisols (Hyposodic, Chromic) Coordinates, Long (N): 0762126 Lat (E): 0669516 Elevation: 1725 09/07/09 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 plSStfc 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)L: a0t6(7E0)3: 20667E0le3va26tion: 1704 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Addisu & Eyouale Valley floor <100 Flat to gently undulating Nearly level to very gently Irregular Low Level Alluvial deposits Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 >200 cm None Surface coarse fragments: None 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; 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. 20-65 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 juryeyStudy_^^^_^^^^_^M SOIL PROFILE DESCRIPTION Profile code: BGP-43 Mapping unit: PiccLVhe-crC Date: 23/07/09 Soil classification, FAO (2006): Calcic Luvisols (Hypereutric, Chromic) Coordinates, Long (N): 0781000 Lat (E): 0670400 Elevation: 1979 Author: Fekadu & Taddese Status: Sampled profile Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Valley floor <100 Gently undulated Gently slope Uniform Low None Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 >200 cm None Surface coarse fragments: Very few stones Surface cracks: Medium Surface sealing: None Parent material: Alluvial deposits over colluvial Land cover: Open shrub land Effective soil depth: Very deep Drainage class: Well drained Drainage external: Well Water table: None Flooding: None Land use: Fertilizers: Erosion status: Nomadism None 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: Date: Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Sampled profile 24/07/09 Coordinates, Long (N): 0781120 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Fekadu & Taddese Valley floor <100 Gently undulated Gently slope Uniform Lowest Level Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0671340 1700 0740 D3 >200 cm None Effective soil depth: Very deep 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 Drainage class: Drainage external: Water table: Flooding: Moderate well drained Well drained Unknown Unknown Fertilizers: Erosion status: None None I• u*.- 0-15 cm: 15-67 cm: 67-103 cm: 103-200 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. 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. 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. 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-45 Mapping unit: VB1 vrLPca-huA Date: Soil classification, FAO (2006): Vertic Leptosols ( Calcaric, Humic) Coordinates, Long (N): 0782072 Lat (E): 0671416 Elevation: 7688 Status: Sampled profile 24/07/09 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Addisu & Eyoulae Valley floor <100 Flat to gently undulating Nearly level Convex to Concave Lowest Level Basalt Map sheet No. 0740 D3 Depth to bedrock: 40 cm Rock out crops: None Surface coarse fragments: Common stones & many boulders Effective soil depth: Shallow Drainage class: Moderate welldrained 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 45 -yrFederal 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 Bale Gadula irrigation project 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: kinfe & Tilahun Lat (E): 0672428 Land form: Valley floor Elevation: 1670 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: Uniform Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface coarse fragments: Few stones Surface cracks: Fine Surface sealing: weak Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Drainage class: Moderate well drained Fertilizers: None Drainage external: Slow Erosion status: 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 Annex 4.2 Data Base for Profile Description SoiI Survey Study Bale Gadula irrigation project Profile code: BGP-47 SOIL PROFILE DESCRIPTION Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 18/07/09 Soil classification, FAO (2006): Calcic Vertisols, (Hposodic, Pellic) Coordinates, Long (N): 0782045 Author: Land form: kinfe & Tilahun Valley floor Lat (E): 0672375 1674 Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Uniform Elevation: Map sheet No. 0740 D3 Position: Low Depth to bedrock: >100 cm Rock out crops: None Surface coarse fragments: None Surface cracks: Wide Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Moderately deep Drainage class: Moderate well drained Drainage external: Well Water table: None Flooding: None Surface sealing: weak Land cover: Bushed shrub grass land & moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing 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. 0740 D3 Depth to bedrock: 200 cm Rock out crops: 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. =»_30r60 cm: Black (10 YR 2/1)when moist; clay texture, strong mediurrhand 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-49 Mapping unit: VB2VRhyso-peB Status: Un sampled profile Soil classification, FAO (2006): Hypo-sodic Author: Landform: Alemu Valley floor Date: 17/07/09 Vertisols (Pellic) Coordinates, Long (N): 0780998 Lat (E): 0673404 Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Convex Elevation: Map sheet No. Depth to bedrock: Rock out crops: 1338 0740 D3 <100 cm Few Position: Micro topography: Parent material: Low Surface coarse fragments: Many large boulders & stones Surface cracks: Wide 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 structure; 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. VVWDSE 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project 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, Pellic) 0781006 Author: Land form: Kinfe & Eliays Valley floor Lat (E): Elevation: Coordinates, Long (N): 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; clay 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 Annex 4.2 Data Base for Profile Description Soil Survey Study Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-51 Mapping unit: VB1 LPeuA Date: Status: Un sampled profile 09/07/09 Soil classification, FAO (2006): Leptosols (Ca lea nc,Eu trie) Coordinates, Long (N): 0761143 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Kinfe & Eliays Valley floor <100 Flat to gently undulating Nearly level to very gently Uniform Low 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 Micro topography: Animal tracks Parent material: Alluvial deposits 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 Jew 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, Pellic) 0780005 Coordinates, Long (N): Author Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Kinfe & Efiays Valley floor <100 Gently undulated Gently slope Irregular to Concave Lowest Lat(E): Elevation: Map sheet No. 0675389 1615 0740 D3 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: None Erosion status: Sever gully & rill erosion 0-25 cm: Dark gray (10 YR 4/1) when dry, 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; day 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; dear and smooth boundary. 110-135 cm: Dark grayish brown (10 YR 4/2) when moist; day 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, day 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 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-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: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Valley floor <100 Flat Very gently slope Irregular to Concave Low Level Map sheet No. 0740 D3 Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: None Surface cracks: Wide Surface sealing: weak 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 Land use: Rain fed arable cultivation & Residential use Fertilizers: Erosion status: None Slight sheet & splash erosion Flooding: 0-30 cm. None 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 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; 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 &soft 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 Waler 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 Medium to wide 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: None Intensively cultivated land Pain 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; friable 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 / 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: 18/07/09 Soil classification, FAO (2006): Calcic Vertisols. (Hposodic, Pellic) Coordinates, Long (N): 0779626 Author: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Micro topography: Parent material: Kinfe & Tilahun Valley floor <100 Flat Level Uniform Low None Alluvial deposits Lat (E): Elevation: Map sheet No. Depth to bedrock: Rock out crops: 0677421 1581 0740 D3 100 cm None Surface coarse fragments: None Effective soil depth: Moderately 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 Slight sheet & splash erosion 0-30 cm: Black (10YR 2/1) when moist; clay texture; strong medium and coarse granular structure; very firm wherT^moist, very sticky & very plastic when wet; common fine 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: Addisu Valley floor <100 Gently undulated Gently slope Convex Medium Level Alluvial over Colluvial Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 >200 cm None Effective soil depth: Very deep Surface coarse fragments: Many medium gravel & stones Surface cracks: Fine to medium Surface sealing: weak Land cover: Predominantly cultivated land, open wood & shrub land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Drainage external: Water table: Flooding: Moderate well drained Rapid None None Fertilizers: 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 Gadulajrrigation Project^^^So^Survey Annex 4.2 Data Base for Profile Description Bale Gadula irrigation project 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: Addisu & Eyoulae Valley floor Relief intensity: <100 Regional slope: Gently undulated Elevation: Map sheet No. Lat (E): 0665606 1758 0740 C4 Depth to bedrock: >200 cm Slope class: Very gently slope to gently Rock out crops: Few Slope form: Uniform Surface coarse fragments: Few stones Position: Medium Micro topography: None Parent material: Alluvial deposits Effective soil depth: Very deep Surface cracks: Surface sealing: Fine None Land cover: Bushed shrub grass land, moderately cultivated land Land use: Rain fed arable cultivation & Extensive grazing Drainage class: Moderate well drained Fertilizers: Drainage external: Well Water table: None Flooding: None 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 Relief intensity: <100 Regional slope: Gently undulated Elevation: Map sheet No. Lat (E): 0664954 1760 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, fnable to firm when moist, sticky & plastic when wet; many white both hard and soft carbonate 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 59 1JFederal 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: kinfe <8 Fekadu Valley floor <100 Flat Gently slope Uniform Low Level Alluvial deposits Map sheet No. Depth to bedrock: Rock out crops: 0740 D3 200 cm None Surface coarse fragments: Many stones Effective soil depth: Very deep Surface cracks: Surface sealing: Land cover: Land use: Drainage class: Drainage external: Water table: Flooding: Moderately well drained Fertilizers: Well None None Erosion status: None None Open shrub land Extensive grazing None Slight wind and water erosion 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. Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil SurveyStudy_^^__^^^^_M SOIL PROFILE DESCRIPTION Profile code: BGP-61 Mapping unit: VB2ccVRwn-peB Status: Un sampled profile Date: 20/07/09 Soil classification. FAO (2006): Sodi-Calcic Vertisols. (Humic,Pellic) 0780003 Coordinates, Long (N): Author: kinfe & Fekadu Lat (E): 0677391 Land form: Valley floor Elevation: 1586 Relief intensity: <100 Map sheet No. 0740 D3 Regional slope: Flat Depth to bedrock: 200 cm Slope class: Gently slope Rock out crops: None Slope form: Uniform Surface coarse fragments: Common stones & boulders Position: Low Micro topography: Level Parent material: Alluvial deposits Effective soil depth: Very deep Water table: None Flooding: None Surface cracks: Surface sealing: Land cover: Fine weak Intensively cultivated land Land use: Rain fed arable cultivation Drainage class: Moderately well drained Fertilizers: None Drainage external: Well Erosion status: 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: VBInlVRcaA Status: Sampled profile Date: 20/07/09 Soil classification, FAO (2006EJ Endoleptic Vertisols (Calcaric) Coordinates, Long (N): 0778987 Author: kinfe & Fekadu Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform Lat(E): 06 76413 Elevation: 1592 Map sheet No. 0740 D3 Depth to bedrock: 200 cm Rock out crops: None 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 coarse fragments: Common stones Surface cracks: Fine Surface sealing: weak Land cover: Intensively cultivated land Land use: Rain fed arable cultivation Fertilizers: Erosion status: 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: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Addisu & Eliays Valley floor <100 Gently undulated Nearly level Irregular Lowest Map sheet No. 0740 D3 Depth to bedrock: >150 cm 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: Erosion status: None Open wood, shrub and bush land Extensive grazing None 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 ancFeoarse 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: Land form: Relief intensity: Regional slope: Slope class: Slope form: Position: Da wit & Tilahun Valley floor <100 Flat to gently undulating Nearly level to very gently Uniform Low Map sheet No. Depth to bedrock: 0740 C4 >200 cm Micro topography: Gilgai Parent material: Alluvial deposits Effective soil depth: Very deep 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 Drainage class: Drainage external: Water table: Flooding: Well drained Well None None 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 Jwhen 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 Annex 4.2 Data Base for Profile Description Feasibility Study and Detail Design of Bale Gadula Irrigation Project Soi[Surveyjtudy__^^_^__MMM Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-65 Mapping unit: R Un sampled profile Date: Soil classification, FAO (2006): Haplic Vertisols (Pellic) Status: 25/07/09 Coordinates, Long (N): 0783006 Author: Land form: Relief intensity: Endalk & Eyouale Valley floor <100 Lat (E): Elevation: Map sheet No. Regional slope: Gently undulating to undulating Depth to bedrock: Slope class: Slope form: Position: Gently slope to sloping Irregular Low 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; many 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 Map sheet No. 0740 C4 Regional slope: Flat Slope class: Nearly level Slope form: Uniform Position: Low Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: None Surface cracks: Medium Micro topography: Gilgai Pa re n t m ate ria I: 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 Open bush land Selective felling None 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 Jrrigation Projec£^ Bale G a du Ia irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study ■I m 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: Land form: Alemu & Tilahun Valley floor Elevation: Lat (E): 0650600 1959 Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Uniform Map sheet No. Depth to bedrock: 0740 C4 >200 cm Rock out crops: None Surface coarse fragments: Common stones Position: Low 0 il 0 0 0 0 0 0 0 0 0 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 Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None None Sparsely cultivated land Rain fed arable cultivation None Slight sheet & splash erosion 0-30 cmirtfc. .Very dark brown (10 YR 212) when moist; clay texture; few coarse gravel CQfikfragment; 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; strongly calcareous. 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): Author: Alemu & Tilahun Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform 650510 Elevation: 1955 Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None Position: Low 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 medium 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 / 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 DetaiI Design of Bale Gadula Irrigation Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description Soil Survey Study Profile code: BGP-69 sampled profile SOIL PROFILE DESCRIPTION Mapping unit: VB1 so-CcVRhu-peA Status: Un 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. 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: Well Water table: None Flooding: 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 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: Lowest Micro topography: 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 Water table: Unknown Flooding: Unknown Land use: Rain fed arable cultivation & semi- nomadism Drainage class: Moderate well drained Fertilizers: None Drainage external: Well 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 roots; 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 Irrigatior^Project Bale Gadula irrigation project Annex 4.2 Data Base for Profile Description SOIL PROFILE DESCRIPTION Profile code: BGP-71 Mapping unit: VB1so-CcVRhu-peA Status: Sampled profile Date: 22/07/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0791938 Lat (E): 0649977 Elevation; 1969 Author: Fekadu & Taddese Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Map sheet No. Depth to bedrock: Rock out crops: 0740 C4 >200 cm None Slope form: Position: Uniform Lowest Surface coarse fragments: None Micro topography: Gilgai Parent material: Alluvial over colluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Well Water table: Unknown Flooding: Unknown Surface cracks: Surface sealing: Land cover: Land use: Fertilizers: Erosion status: Medium weak Open shrub land Semi-nomadism None None 0-J3 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. Bule 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 Profile code: BGP-72 SOIL PROFILE DESCRIPTION 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): 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: LowGilgai Parent material: Alluvial deposits Effective soil depth: Deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None Bushed shrub grass land Semi-nomadism None Slight wind and water 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; 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 Annex 4.2 Data Base for Profile Description Soli Survey Study Bale Gadula irrigation project Profile code: BGP-73 SOIL PROFILE DESCRIPTION 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): 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 Drainage class: Drainage externa): Water table: Flooding: Moderate well drained Slow None None Land use: Fertilizers: 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: 24/07/09 Soil classification, FAO (06): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0787734 Lat (E): 0652408 Elevation: 1953 Author: Endalk & Tilahun Land form: Valley floor Relief intensity: <100 Regional slope: Flat Slope class: Very gently slope Slope form: Uniform Position: Low Micro topography: Gilgai, Animal tracks Parent material: Alluvial deposits Effective soil depth: Very deep Drainage class: Moderate well drained Drainage external: Slow Water table: None Flooding: None Map sheet No. 0740 C4 Depth to bedrock: >200 cm Rock out crops: None 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 Fertilizers: None Erosion status: 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 Annex 4.2 Data Base f or Profile Description Feasibility Study and Detail Design of Bale Gadula Irrigation Project■ Bale Gadula irrigation project SOIL PROFILE DESCRIPTION Profile code: BGP-75 Mapping unit: R Status: Sampled prorile Date: 24/07/0 9 Soil classification, FAO (2006): Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates, Long (N): 0790210 Lat (E): 0649828 Elevation: 1968 Author: Alemu Land form: Valley floor Relief intensity: <100 Regional slope: Gently undulated Slope class: Gently slope Slope form: Convex Map sheet No. 0740 C4 Position: Low Depth to bedrock: >200 cm Rock out crops: None Surface coarse fragments: Many stones Surface cracks: None 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 Surface sealing: Land cover: Land use: Fertilizers: Erosion status: None open bush land Clear felling 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 75-ANNEX 4.3(a) DATA BASE FORE LABORATORY RESULTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project ■L Annex 4.3(a): Data Base for Labratory Result Soil Survey Study _____________________________ Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-02___________________________________________________________ ■___________________________________________________________ Mapping unit :VB2ccVRhu-poA LAB. NO:- 976-979/2002_____________________ FAO Soil Unit:Ca/c/c Vertisols (Humic,Pellic) Coordinates: Long (N): 0786767, Lat (E): 0650372 Granulomotry H P (1:2.5) Depth (cm) Toxturo Class D/ Sand Silt Clay HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg PjOsAg soil) CaCOj % 0-30 39.19 21.34 39.48 Clay loam 8.87 7.53 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 20.20 80-140 23 08 15 17 61.76 Clay 8.25 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 0.91 1.83 1.09 1.87 0.05 21.80 1.98 24.91 Depth (cm) Exchangable Cations (moq/100g soli) 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 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 6.00 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 I r WWDSE In Association with ICT Page 1 Final Feasibility Study ReportAnnex 4.3(a): Data Base Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Dale Gadula Irrigation Project ____________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________________________ _____ Profile code BGP-03__________________________________ _____________ ____________________________________________________ ___ _________________Mapping unit :VB2so-ccVRhu-peB LAB. NO:- 980-982/2002________________________________________________________________________________________________________________________________________________________________ FAO Soil Unlt.Sodr-Ca/c/c Vertisols, (Humic.Pellic) Coordinates: Long (N): 0786750, A Lat (E): 0652400 for labratory Result Soil Survey Study .... Dopth 1 (cm) Granulometry Toxturo Class H P (1:2.5) Sand Silt Clay HjO KCI DpM EC (ms/cm) (1:2:6) 2.5 OM% N% C/N Available P (mg P O kg 2 6( soli) CaCO) % 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 A Dopth (cm) Exchangable Cations (moq/100g soil) Soil Moisturo Bulk Don9lty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP I 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 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 ______________________________________________ Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-05_______________________________________________________________________________ ._______ ■ ___________________ Mapping unit :VB2so-ccVRhu-poB... * xj LAB. NO:- 983-989/2002_____________________________________________________________________________________________________________________ FAO Soil UnltSocft-Ca/c/'c Vertisols, (Humic, Pellic) Coordinates: Long (N): 0786702 , Lat (E): 0653113 Annex 4.3(a): Data Base for Labretory Result Sol! Survey Study Dopth (cm) Granulometry Toxture Class P (1:2.5) M Sand Silt Clay HjO KCI Dpm EC (ms/cm) 0:2:5) OC% OM% N% C/N Avallablo P (mg P O ,kg as soli) CaCoj % 020 48.16 19 44 32 40 S. clay 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 Clay 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 1908 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 - - - Dopth (cm) Exchangablo Cations (moq/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 0.20 1.42 1 28 59.14 11.20 7303 59.41 122.93 2.39 5.28 1.70 20-95 12 66 096 44 35 9.86 67.83 54.54 124.37 23.21 4.50 1.80 95-135 14.12 0.78 35 84 1568 6842 48.70 136.39 29.00 229 - 135-200 14 61 0 86 31.36 21.95 68.78 54.54 126.11 26.79 1.43 12.80 - 200-230 - - - - - - 230-250 - - - - 1 - 250-290 - - - - - WWOSL In Association with ICT Page 3 Final Feasibility Study ReportFoderal 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-06 Bale Gadaula irrigation pr<3ject Laboratory rtesuit_____________________ _______________________________________ Mapping unit :Plso-ccVRcr-stC •~_ . LAB NO:- 990-992/2002 _____________________________________________________________________ _____________________________ __ ____________________________ FAO Soil Unit: Sodi-Calcic Vertisols, (Chromic) —--------------------------------------------- no. uvny (ivy. Granulomotry .ia Depth (cm) |t y. vvjjivu Texturo Class r P" (1:2.5) Sand Slit Clay HjO KCI D/ EC (ms/cm) (1:2:5) OC% 0M7. ■ N7« — C/N Available P (mg PjOjykg soli) CaCo3 % 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 i I Dopth (cm) Exchangablo Cations (moq/100g soli) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soli PBS(7.) 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 0.88 41.22 24.64 75.50 59.41 127.08 14.75 1.67 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 Soli Survey Study _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result______________________ _______________ Profile code BGP-07__________________________________________ ______________________ _________________________________Mapping unit:VB2moVRca-poB LAB. NO:- 993-995/2002____________________________________________________________________________________________________ ____ ____________________________________________ FAO Soil Unit:Mo///c Vertisols (Calcaric, Pellic) Coordinates; La! (E): 0655400 .Lat (E) 0655400 Depth (cm) Granulomotry Texture Class H P (1:2.5) Sand Slit Clay HjO KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2v soil) CaCoj % 0-28 40 71 12 94 46.36 Clay 8.73 7.26 1.47 0.15 344 5.92 0.29 11 86 4.58 17.84 28-90 20.81 10.85 68.34 Clay 9.33 7.52 1.81 0.54 1.94 3.34 0.120 16.17 11.14 2098 90-200 13.32 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 Depth (cm) Exchangable Cations (meq/100g soil) Soli Moisture Bulk Donslty 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 0-28 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 69.52 44.31 156.89 28.57 1.78 1.60 8.38 WWDSE In Association with ICT Poge5 Final Feasibility Study ReportFederal 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_________________________________________ Profilo code BGP-09__________________________________ _____ ____________________ ______________________________________________________________ Mapping unit :VB2moVRca-poB LAB. N0:> 996-998/2002 ____________________________________________ _______________________________________________________________ FAO Soil UnifMo/tfc Vertisols (Calcaric, Pollic) Coordinates: Long (N): 0786264 , A Lal (E): 0655418 Oopth (cm) Granulomotry Toxturo Class M P (1:2.5) Sand Silt I Clay HO a KCI OeM EC (ms/cm) (1:2:5) OC% OM% C/N Avallablo P (mg PjOs/kg soli) CaCo, % 0-18 31.96 15.12 52.92 Clay 7.45 6.11 1.34 0.15 3.02 5.19 0.32 944 8.70 6.73 18-119 26.43 8.53 65.04 Clay 8 95 7.05 1.9 0.66 1.8B 3.23 0.13 14.46 4.12 12 90 119-200 11.80 4.36 83.85 Clay 8.58 7.36 1.22 1.87 1.72 2.96 0.08 21 50 2.90 24.91 Dopth (cm) Exchangablo Cations (mcqMOOg soil) Soli 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 1.47 0.98 60.48 10.30 73.23 79.37 92.26 1.85 5.87 1.23 18-119 11 69 0.43 65.41 12.54 90.06 78.40 114.87 14.91 5.22 1.62 119-200 12 93 0.43 55.50 9.32 78.19 67.57 115.72 19.14 5.95 - 6.55 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-11__________________________ _____________________________ _______________________________________________________________ Mapping unit :VB2moVRca-poB LAB. NO:- 999-1001/2002___________________________________ _________________________________________________________________________________________________________________ F AO S o 11 U n IcSodi-Calcic Vertisols. (Humic, Pellic)___________________________________________________________________________________________________________________________ CoordinatesLat (E): 0656397 .Lat (E): 0656397 Depth (cm) Granulomotry Toxturo Class M P (1:2.5) Sand Sill Clay H2O KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O kg a 5/ soil) CaCoj % 0-17 34 28 25.86 39 86 Clay loam 7.11 6.04 1.07 0.1 3.98 6.85 0.38 10.47 3.97 7.97 17-62 52.74 11 81 35 44 Sandy clay 8.36 7.24 1.12 0.14 3.02 5.19 0.200 15.10 8.09 13.13 82-156 30.31 20.69 49.00 Clay 8.51 7.4 1.11 0.19 1.24 2.13 0.080 15.50 3.66 16.16 _________ Depth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo 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 0-17 0 14 3.10 43.46 762 54.31 6963 78.00 0.20 5.70 1.30 17-82 0 19 2 30 49.73 6.27 58 48 62.33 93.82 0 30 7.93 1.76 82 156 0.64 2.79 39.52 15.10 58 04 49 71 116 76 1 28 2.62 1.50 0.25 I LI WVJDSt In Association with ICT Page 7 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 _____________________________________________ Balo Gaddula Irrigation Project Laboratory Result_________________________ ___________________ Profile code BGP-12__________________________________________________ _______________________________________________________________________ Mapping unit :VB1so-ccVRhu-poA LAB. NO:- 1002-1004/2002 _______________________________________________________________________________________________________________________________________________ FAO Soil Unit:): Sodl-Calcic Vertisols, (Humic.Pellic) CoordinatGs:long (N): 0785030 . Lat (E): 0657442 Dopth (cm) Granulometry Texturo Class M P (1:2.5) Sand Silt Clay HjO KCI OpM EC (ms/cm) (1:2:5) OC% OM7. I N% C/N Available P , (mg P O kg 2 5/ soli) CaCo3 % 0-27 23.18 11.74 65.08 Clay 7.74 6 1.74 0.09 1.56 2.68 008 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 9.01 9 54 135-200 23.08 4.33 72.59 Clay 7.52 7.15 0.37 0.15 1.71 2.94 0.092 18.59 13.43 13 24 Dopth (cm) Exchangablo Cations (moq/100g soil) Soli 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 0-27 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 j 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-14 - 2f Mapping unit :VB2moVRca-poB LAB. NO:- 1005-1007/2002 j FAO Soil Unit Sodi-Calcic Vertisols. (Humic.Pellic) Coordinates: Long (N): 0783013 . Lat (E): 0657406 Granulomotry Depth (cm) Texture Class M P (1:2.5) Sand Slit Clay H2O KCI DrH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOjykg soil) CaCo3 % 0-30 53 76 12.90 33 34 S. day loam 8.38 7.15 1.23 0.15 2.57 4.42 0.28 9.28 15.72 30-100 19.15 10.78 70.07 Clay 9.1 7.2 1.9 0.41 1.79 3.08 0.193 927 5 80 108-200 20.81 8 68 70.51 Clay 8.98 7.33 1.65 0.66 1.29 2.22 0.123 1049 4.89 Depth (cm) Exchangable Cations (moq/IOOg soli) Soli 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 58 1.25 5928 12.77 73.88 75.83 97.43 0.77 4.64 30-108 8.53 064 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 11764 11.54 1.47 6.16 4- L WWDSE In Association with ICT Page 9 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result_____________________________________ Prodlo code BGP-16_________________________________________________________________________________________________________________________ Mapping unlt:PlccVRpeC LAB. NO:- 1008-1011/2002___________________________________________________________________________________________________________________________ FAO Soli Unlt.Ca/c/c Vertisols (Pellic) Coordlnato: Long (N): 0787581 , Lat (E): 0651412 Granulomotry Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Depth (cm) Toxturo Class P (1:2.5) H Sand Slit Clay h2o KCI oPH EC (ms/cm) (1:2:5) OC% OM% NV. C/N Available P (mg P2Og/kg soil) CaCo3 X 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 7.64 1.34 0.22 0.26 0.45 0.02 13.00 14.05 28.27 Dopth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 0.25 0.86 51.98 19.44 72.53 60.43 120.02 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 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 Soli Unit Calcic Vertisols (Pellic) .r Coordinates: Long (N): 0781948 , Lal (E): 0658577 ---------------- Depth (cm) '-------------------- ------------------- f ~ - Granulomotry P (1:2.5) H Sand ~~ Toxturo Class Silt Clay HjO KCl DrH EC (ms/cm) (1:2:5) oc% OM% N% C/N Available P (mg PjO^kg soli) CaCOj % 0-26 35.36 16 16 48 48 Clay 6.95 5.78 1.17 0.08 260 4.47 0.28 929 9.77 2.92 26-77 22.67 13 96 63.37 Clay 8.17 6.95 1.22 0.09 111 1.91 0.12 9 25 4.12 3.14 77-160 27.04 13.07 59.89 Clay 8.57 7.52 1.05 0.16 0.97 1.67 0.08 12.13 4.73 15.93 Depth (cm) Exchangablo Cations (moq/100g soli) Soil Moisture 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 0-26 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 ICT Page 11 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail DesInn of Bale Gadula irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study ______________________________________________ Bale Gaddula Irrigation Project Laboratory Result____________________________ _____________ Profile coda BGP-19__________________________________________ _______________ ___ ______________________________________________________________ Mapping unit: VB1ccVRwn-crA LAB, NO:- 1015-1018/2002____________________________________________ _________ __________ ________________ _________________________________________________________ ____________ FAO Soli UnICCafc/c Vertisols (Hyposodic. Chromic) Coordinates: Long (N): 0781917 , Lot (E): 0659391 Dopth (cm) Granulomotry P (1:2.5) M Sand Silt Clay Toxturo Class H2O KCI 0/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Availablo P (mg P2Ojjkg soil) CaCo3 % 0-25 32.25 12.90 54.64 Clay 8.38 7.08 1.30 0.13 2.98 5.13 0.28 10.64 5.98 12.90 25-60 1268 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 1.55 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 7.43 1.53 0.93 1.09 1.87 0.08 13 63 30 99 14.47 Dopth (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 0.80 0.89 71.42 13 56 86 66 68.78 126.00 1.16 5.27 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 Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Gaddula Irrigation Project Laboratory Result________________________________ Profile code BGP-21 Mapping unit :nlVRou LAB. NO:- 1019-1020/ 2002 FAO Soil Unit Endolepttc Vertisols (Eutric) Depth (cm) Granulometry Texture Class H P (1:2.5) Sand Silt Clay HjO KCI 0/ EC (ms/cm) (1:2:5) 1— OC% OM% N% C/N Avallablo P (mg P O kg 2 5/ 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 2.23 384 0.16 1394 3.82 13.91 I Dopth (cm) Exchangable Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soli Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soli Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-30 0.83 056 51.97 19.71 73.06 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 Jn Association with ICT Page 13 Final Feasibility Study ReportTodcrul Democratic Hcpubllc of Ethiopia - Ministry of Watar ItoiourciH feasibility Study and Detail Dctl|in of Balo Qadula Irrigation Projoct Annex 4. J(»): "*’• fnr tabfrtlory Hai'iH Soil Survaylludy Balo Qnddtila Irrigation Projoct Laboratory Roault Profilo codo BQP-22 Mapping unit :VBlccVRpnA LAB. NO:- 1021-1024/2002 FAO Soli Unit Cnte/c Vertisols (Pallia) Coor(llnntos:Long (N). 078223*1, Lal (t-): 0060428 Granulometry Dopth (cm) Toxturo Cinos P“ (1:2.8) Sand 1 Silt Cloy H»O KCI Dr" EC (mi/cm) (1:2:8) OC% OM% N% C/N Available) P (mg P>O kn S( soil) CnCO) * 0?0 40.02 10.89 40 20 Sandy cloy 7 52 5 00 1 53 0 12 6 07 11 00 0.03 11 00 12 02 0 00 20-70 18.12 19.30 62.49 Cloy 6.06 5.52 1 44 0 03 1 83 3 15 0 22 6 32 0 41 3 00 70-150 17.30 17.10 65.52 Clny 7 37 50 1.47 0 04 1 41 2 43 0 22 0 41 14 20 2 02 150-200 18.33 13.07 6860 Cloy 0 14 7 21 003 0.14 0.75 1 20 0 11 0 02 3 61 2J7 I Dopth (cm) Exchangnblo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Molnturo Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) Hulk Donslty gm/ (cm)3 0-20 0 76 0 94 67.20 15 68 84 58 71.10 118 06 1 07 4 20 20-70 0 25 0.41 23 74 6 72 31.13 3944 78.03 064 3.53 70-150 0.30 0.44 25.54 2.24 28 51 37.50 70 03 0 81 11 40 150-200 0.45 0.68 21.06 16 58 36.76 25.81 150 17 1 74 1.27 0.88 1 40 ) WWDSC In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Woler Resources Feasibility Study and Detail Design of Dale Gadula irrigation Project AnncN 4.3(a); Data Dale for Labratory Result Soil Survey Study Pro filo code BGP-23 LAB. NO:- 1025-1027/2002 FAO Soli Unit: Calcic Vortisols (Pellic) CoordInatos: Long (N): 0782897, Lot (E): 0660432 Granulomotry Balo Gaddula Irrigation Projoct Laboratory Rosult___________________________________ Mapping unit :VB1ccVRpoA Dopth (cm) Toxturo Class P (1:2.5) M Sand Silt Clay H>O KCI D/ EC (ms/cm) (1:2:5) I OC% OM% N% C/N Avnllablo P (mo P.O,,kg soil) CaCo> H 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 Trnco 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 3 25 77 02 Clay 8.53 7.17 0.65 1.24 2.13 008 15.50 2.14 10.32 Dopth (cm) Exchangablo Cations (moq/IOOg soil) PBS(%) ESP Co/Mg Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) PWP (%) gnV (cm)3 0-20 0.14 0.86 19.98 4.44 25.42 40.54 62.70 0.36 4.50 1.48 20-115 10 23 030 55 55 2061 86.69 68.17 127.17 15.00 2.70 1.80 115-200 1042 0 36 49.28 20.16 8022 66.71 120.25 15.62 2.44 7.88 WWOSE in Association with ICT Page 15 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 Coordinatos:Long (N): 0781994 . Let (E): 0661541 — Dopth (cm) Granulomotry Toxturo Class P (1:2.5) M Sand Silt Clay HjO KCI DpM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOj/kg soli) CaCos % 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 893 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 ________ Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Moisturo Bulk Donsity Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(7o) 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 Doptb (cm) Exchangablo Cations (moq/100g soli) 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 0-22 1.07 0.45 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 WWDSE In Association with ICT Page 17 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 Profit a code BGP-27 LAB. NO:- 1034-1036/2002 FAO Soil Unit Calcic Vertisols (Pellic) Coordinatositong (N): 0781038 . Lat (E): 0662413 Mapping unit :VB1ccVRpeA 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% I Available P C/N (mg P2O*kg soli) CaCoj % 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 -- Depth (cm) Exchangablo Cations (moq/100g soil) 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 0-24 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-2S___________________________________________________________________________________ ■.M«PP’"9 :VB2ccVRwn-poB LAB. NO> 1037-1040/2002_______________________________________________________________________________________________________________________________ FAO Soil Unit: Calcic Vertisols, (Hposodic. Pellic)__________________________________ ___________________________________________________________________________ Coordlnatcs:Long (N): 0780036 ,Lat (E): 0663401 Depth Granulometry (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 P Q kg 2w soil) CaCoj % 0-25 33.91 17.33 48.75 Clay 7.53 6.59 0.94 0.17 3.33 573 0.47 7.09 12.06 3.37 25-95 20.42 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 1.79 006 17.33 0.88 6.96 I J Depth (cm) Exchangablo Cations (meq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC meq/100 gm of soli PBS(%) ESP Ca/Mg Avg, ESP (TOPIOOcm) F C (%) PWP (•/.) gm/ (cm)3 0-25 0.39 2.47 63.62 10.30 76.78 73.53 104.42 0.53 6.18 25-95 7 50 0.44 48 38 26.43 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 i 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 WWDSE In Association with ICT Pago 19 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Dale Godula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Bale Gaddula Irriqation Project Laboratory Rosult ____________ _____________ — Profile code BGP-32 Mapping unit :VB1moVRca-wnA LAB NO;- 1041-1043/200? ______________ FAO Soli Unit Mollie Vertisols (Calric, Hyposodic) Coordlnatositonq (N) 0780990 , Let (E). 0664399 Dopth Granulomotry (cm) Toxturo Class P (1:2.5) M Sand ' Silt Clay HO a KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg PjOjjkg soil) CaCoj % 0-30 41.14 17.12 41.73 Clay 6.61 5.67 0 94 0.07 2.27 3.90 0 21 10 81 4 42 0.90 30-80 23.32 23.76 52.92 Clay 7.35 6.45 090 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 0.04 0.15 1.07 1 84 008 13 38 265 6.84 Dopth (cm) Exchangable Cations (moq/IOOg soil) PBS(%) ESP Ca/Mg Soli Molsturo Bulk Donslty Na K Ca Mg Sum or Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (7.) PWP (%) gm/ (cm)3 0-30 0.16 1.66 33.60 1.34 36.76 47.23 77.83 033 25.07 1.66 30-80 0.29 0.88 32 38 547 39.01 54.52 71.55 053 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 I WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Waler Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study _______________ __________________________ Bate Gaddula Irrigation Project Laboratory Result_______________________________________ Profile code BGP-34 ___________________________________________________________________________ Mapping unit :VB1moVRca-wnA LAB. NO:- 1044-1046/2002________________________________________________________________________ ___ _________________________________________ _______ FAO S o i I U nIt: Mollie Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N): 0781104 ,Lat (E): 0665287 Granulomotry Depth (cm) Toxturo Class P (1:2.5) H Sand Silt Clay H2O KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg P O kg 2v soil) CaCo3 X, 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 1.06 004 ’ 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 0 09 1.02 1.75 0.11 9.27 044 8.64 Depth (cm) Exchangablo Cations (moq/100g soli) 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 0-30 0.16 0.68 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 38.65 43.73 88 38 0.45 5.00 1.88 80-140 029 0.49 37 06 3.62 41.47 43.23 95.93 0.68 10.24 1.70 0.38 WWOSE In Association with ICT Page 21 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 Gaddula Irrigation Project Laboratory Result_____________________________ ______________ Profile code BGP-35_________________________________________________________ _______________ __ ____________________________ Mapping unit :VB1moVRca-wnA LAB. NO;- 1047-1053/2002__________________________________________________________________________________________________________________________________ FAO Soli Unit Mollie Vertisols (Celtic, Hyposodic) Stony phase Coordinates, Long (N): 0782041 , Lat (E): 0665415 Granulomotry P (1:2.5) M Depth (cm) Texture Class OC% OM% N% C/N Sand Silt Clay H2O KCI DPH (ms/cm) Avallablo P (mg PjOrjkg soil) CaCoj % 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 2.22 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 - - - - 868 7.09 1.59 0.95 - - - - I Dopth (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 0-26 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 - - - - - - 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 ,_________________________________________________________________________________________________________ Sollclaislfi cation, FAO (2006):): Mollie Vertisols (Caine. Hyposodic), Stony phase Depth (cm) Granulometry P (1:2.5) H Sand Silt Clay Texturo Class H2O KCI DPH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2w soil) CaCoj % 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 59.89 Clay 7.88 691 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 11.13 369 23.45 L Depth (cm) ExchangabJe Cations (moq/100g soil) P0S(%) ESP Ca/Mg Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F-C {%) PWP (%) gm/ (cm)3 0-27 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 ReportAnnex 4.3(a) : Data Base Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project forlabratory Result Soil Survey Study Profile co do BGP-37 LAB. NO:- 1140-1142/2002 FAO Soil Unit: Calcic Vertisols (Hyposodic, Chromic) Coordinates: Long (N): 0781035 .Lal (E): 0666406 Bale Gaddula Irrigation Project Laboratory Result_____________________________________ Mapping unit :VB1ccVRwn-crA Dopth (cm) Granulomotry Toxturo Class P (1:2.5) M Sand Silt Clay H,0 KCI dph EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjO^kg soli) CaCoj % 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 .I Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Donslty Na K c. Mg Sum of Cations CEC moq/100 gm of soil 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 7.74 I 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 Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Profile code BGP-39______________________________________________________________________________________________________ Mapping unit :VB2haLVhe-crB LAB. NO;- 1058-1060/2002_____________________________________________________________________________________________________________________________ FAO Soil UnifHaptfc Luvisols (Hypereutric. clayic) CoordlnatosrLong (N): 0783007 ,Lat (E): 0668385 Depth (cm) Granulometry Toxturc Class P (1:2.5) H Sand Silt Clay h2o KCI DPH EC (ms/cm) (i:2:S) OC% OM% N% C/N Available P (mg P O kg 2 3/ soil) CaCoj % 0-30 25.24 26.00 48 75 Clay 6.92 5.95 0.97 0.09 1.75 3.01 0.22 795 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 i I Depth (cm) Exchangablo Cations (moq/100g soli) Soli 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 0.24 4.17 1.37 30-130 0.22 0.67 47.94 5.82 54.66 44.31 123.36 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 i WWDSE In Association with ICT Page 25 Final Feasibility Study ReportAnnex 4.3(a): Data Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Base for Labratory Result Soil Survey Study Bale Gaddula Irriqation Project Laboratory Result Profile code BGP-40 Mapping unit :VB1ccVRwn-crA LAB. NO:- 1061-1064/2002 t FAQ Soil Unit; Calcic Vertisols (Hyposodic. Chromic) Coordinates: Long (N): 0781998 , Lot (E): 06G8399 Depth Granulomotry (cm) Toxturo Class P (1:2.5) H Sand Silt Clay H2O KCI D/ EC (ms/cm) 0:2:5) OC% OM% N% C/N Available P (mg PjOsAg 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 Depth (cm) Exchangablo Cations (mcq/tOOg 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 0-20 1.66 0.47 69.44 13.44 85.00 74.02 114.83 224 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 __________________________________________ Bale Gaddula Irrigation Project Laboratory Result Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Profile code BGP-42 ■ - • -. Mapping unit :VB1ccVRwn-crA LAB. NO:- 1065-1068/ 2002______________________________________________________________________ _________________________________________ FAO Soil Unit' Calcic Vertisols (Hyposodic, Chromic) Coordinates: Long (N): 0781964 , Lal (E): 0670326 Granulometry P (1:2.5) M Depth (cm) Toxturo Class Sand Silt Clay HO a KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOfckg soil) CaCoj % 0-20 17.90 8.53 73.57 Clay 8.87 7 15 1.72 0.56 1.81 3.11 0.17 1065 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 1730 644 76.26 Clay 8.85 7.44 1.41 1.96 0.69 1.19 0.07 9.86 3.24 19.30 1 L Depth (cm) Exchangablo Cations (meq/100g soil) PBS(%) ESP Ca/Mg Soil Moisture Bulk Density Na K Ca My Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (7.) PWP (%) gm/ (cm)3 0-20 12.66 0.32 55.10 15.68 83.76 55.51 15089 22 81 3.51 - 1 20-65 7.32 040 49.28 21.06 78.06 58.43 133.60 12.53 2.34 1.24 85-135 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 6330 12275 28.46 2.14 17.67 1.72 • WWDSE In Association with ICT Page 27 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 Gaddula Irrigation Project Laboratory Result Profile code BGP-43 Mapping unit :PiccLVhe-crC LAB. NO:- 1143-1146/2002 FAO Soil Unit Calcic Luvisols (Hypereutric, Chromic) Coordinates: Long (N): 07B1000 .Let (E): 0670400 Dopth (cm) Granulometry P (1:2.5) M Sand Slit Clay Texture Class H2O KCI DPM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOj/kg soil) CaCo, % 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 0.09 12.67 6.78 11.78 Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Donsity Na K Ca Mg Sum of Cations PBS(%) ESP Ca/Mg CEC meq/100 gm of soil Avg FSP (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 Profile code BGP-44 LAB. NO:- 1147-1150/2002 FAO Soil Unlt. Ca/c/c Vertisols. (Hposodic, Pellic) Coordinates. Long (N): 0781120. Lat (E): 0671340 Bale GadduJa Irrigation Project Laboratory Result______________________________________ .Mapping unit :VB2ccVRwn-poB Depth (cm) Granulometry M Texture Class P (1:2.5) Sand Siit Clay HjO KCI DrH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjO^kg soil) CaCo3 % 0-15 24.33 26.32 49.35 Clay 8.33 7.00 1.33 0.25 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 16 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 7.24 1.33 2.18 1.19 2.05 0.06 19.83 5.60 19.07 ri (— Depth (cm) Exchangablo Cations (moq/100g soil) Soil Molsturo Bulk Density Na K Ca Mg Sum of Cations CEC meq/100 gm of soil PBS(7.) 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 16.65 0.98 36.29 35.84 89.76 59.90 149.85 27.80 1.01 15.14 1.57 WWDSE In Association with ICT Page 29 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 Gaddula Irrigation Project Laboratory Result__________________________________________ Profile codeBGP-45________________________________________________________________________________________________________Mapping unit :VB1 vrLPca-huA LAB. NO:- 1069-1070/2002__________________________ ___________________________ FAO Soil Unit: Vedic Leptosols ( Calcaric, Humic) Coordlnatos:Long (N): 0782072. Lal (E): 0671416 Granulomotry P (1:2.5) M Dopth (cm) Toxturo Class Sand DpM Silt Clay H2O KCI EC (ms/cm) (1:2:5) OC’/a 0M7. N% C/N Available P (mg PjOs/kg 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 0.38 7.05 12.24 6.17 32-40 - - - - - - - - - - - Dopth (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 0-32 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 Soil Survey Study Profile code BGP-46 LAB. NO:- 1071-1073/2002 FAO Soil Unit Calcic Vertisols. (Hposodic. Pellic) Cvuooorrduiinnaates. Long (N): 0780958 ,Lat (E): 0672428 Granulomotry Bale Gaddula Irrigation Project Laboratory Result ______________________________________ Mapping unit :VB2ccVRwn-poB P (1:2.5) H Dopth (cm) Texture Class Dph Sand Silt Clay HjO KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOjykg soil) CaCOj % 0-30 26.65 26.97 46.38 Clay 7.62 6.79 0.83 0.16 3.31 5.69 0.37 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 I Depth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture 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 ' 0-30 0.53 0.94 48.83 941 59.70 48.70 122 59 1.08 5.19 1 40 . 30-110 847 0.56 45.70 16.13 7085 59.90 118.28 14.15 2 83 110-200 4.46 0.63 37.63 15.23 57 95 51.62 11226 8.64 2.47 1 78 7.62 I ____________ I WWDSE In Association with ICT Page 31 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 Profile code BGP-48 LAB. NO:- 1074-1080/ 2002 FAO Soil UnltCa/c/c Vertisols. (Hposodic, Pellic) Coordlnatos:Long (N)'0782021 ,Lat (E): 0673412 Mapping unit: VB2ccVRwn-peB Dopth (cm) Granulometry Toxturo Class P (1:2.5) M Sand Silt Clay HO a KCI DpH EC (ms/cm) (1:2:5) OC% I OM% N% C/N Available P (mg P O kg 2w soil) CaCoa % 0-30 20.52 18.26 61 22 Clay 7.90 6.81 1 09 0.19 2.66 4.58 0.32 831 1224 20.53 30-60 13.97 13 07 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 2.22 0.11 11.73 1.47 19.64 140-200 200-300 15.46 4.28 80.26 Clay 8 01 7.00 1.01 2.18 091 1.57 0.05 18 20 1.18 21.65 - - - 8 58 7.23 1.35 2.00 - 300-400 - - - 7.99 6.90 1.09 -- 1.82 400-450 - - - 8.11 6.92 1.19 1.68 Dopth (cm) Exchangablo Cations (moq/100g soil) PBS(%) ESP Ca/Mg Soil Moisture Bulk Donslty Na K Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (V.) 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 30-60 567 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 - - - - - - - I I 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 Profile code BGP-50 Bale Gaddula Irrigation Project Laboratory Result______________________________________ Mapping unit :VB2ccVRw_n-poB LAB. NO:- 1081-1084/ 2002_______________ ___________________________________________________________________________________________________________ F AO S o 11 U n it Calcic Vertisols, (Hposodic, Pellic) Coordinatos.'Long IN): 0781006 ,Lat (E): 0674402 Dopth (cm) Granulomotry Texturo Class P (1:2.5) M EC (ms/cm) '(1:2:5)' OC% OM% N% C/N Avallablo P (mg P O kg 2 5/ Sand Silt Clay HjO KCI DPM soil) CaCo3 % 0-30 . 15.15 19 20 15.08 65.72 Clay 9.07 7.19 1.88 0.26 1.66 2.86 0.18 9.22 2.95 19.19 30-80 12.89 71.96 Clay 8.91 729 1.62 0.87 1.43 2.46 0.11 13.00 1.18 19.64 80-130 11.79 8.71 7949 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 73.62 Clay 8 51 7.15 1.36 1.81 1.28 2.20 0.08 16.00 1.47 10.10 -1 Dopth (cm) Exchangablo Cations (moq/100g soli) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na b - Ca Mg Sum of Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gmf (cm)3 0-30 7.73 0 60 66.58 958 84 49 71.87 117.56 10.76 6.95 1.71 30-80 16.36 055 4332 18.70 78.92 39.65 199.04 41 25 2.32 80-130 18.47 0.58 38.42 22.60 8007 39.30 203.74 47 00 1.70 130-200 19.65 0.57 39.78 23.50 83.51 70.26 118.86 27.97 1.69 1.51 26.01 L WWDSt In Association with ICT Page 33 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 SurveyStudy r—___________ ______________ __ __ __________ 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): 0781065 ,La( (E): 067651 Granulomotry Depth (cm) Toxturo Class P (1:2.5) H Sand Silt Clay HO a KCI DpH EC (ms/cm) (1:2:5) OC% OM% N% Avallablo P C/N (mg P O kg 2 5l soil) CaCoj 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 8.81 7.28 1.53 1.02 2.15 3.70 0 31 6 94 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 (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 1.61 5.10 56.95 7.23 70.89 58.96 120.23 2.73 7.88 1.35 30-70 17.69 0.68 51.08 15.37 84.81 41.27 205.50 42.86 3.32 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 - - - - I WWDSE In Association with ICTFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Oesign 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 :VB2ccVgwn-poB LAB. NO:- 1092-1095/ 2002___________________________________________________________________ ________________________________________________________ FAO Soli Unit Calcic Vertisols. (Hposodic, Pellic)________________________________________________ __________________________________________________________ Coordinates: Long (N): 0780001 . Lat (E): 0676400 Depth (cm) Granulomotry Texture Class P (1:2.5) M Sand Silt Clay HO a KCI DpM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2w soil) CaCoj % 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 1.75 066 2.04 3.51 0.18 11.33 6.19 1829 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 (meq/100g soil) PBS(%) ESP Ca/Mg Soil Molsturo Bulk Donslty Na K Ca Sum of Mg Cations CEC moq/100 gm of soil Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 6.68 060 61.47 8.59 77.34 71.73 107.82 9.32 7.16 1 46 25-75 13 66 0.43 49.27 14.92 78.28 76.15 102.80 17.94 3.30 1.65 75-125 I 19.77 0.49 I 41.22 21.50 82 98 65.74 126.22 30.07 1.92 1.47 125-200 18.80 0.46 41.66 18.82 79.74 65.25 122 21 28.81 2.21 1.58 13.63 I LL WWDSt 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(a): Data Base for Labratory Result Soil Survey Study __ ___________________________________________ Bale Gaddula Irrigation Project Laboratory Result__________________________________________ Profile code BGP-56______________________________________________________________________________________________________ Mapping unit -.PiccVRbu-peA LAB. NO:- 1096-10999/2002__________________________________________________________________ FAO Soil Unit. Calcic Vertisols (Humic, Pellic) Stony phase Coordinatos:Long (N): 0783150 . (E): 0665963 Depth (cm) Granulometry Toxturo P (1:2.5) M Sand j Slit Clay Class H2O KCI DPM EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P ' (mg PjO^kg soil) CaCo3 •a 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 0.20 0.34 0.02 10.00 1.77 13.13 Dopth (cm) Exchangable Cations (moq/100g soli) Soil Moisture Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) i ESP Ca/Mg i 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 8341 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 I 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-57________________________________________________________________________ Mapping unit :VB1moVRca-wnA Annex 4.3(a): Data Base for Labratory Result Soil Survey Study LA B .NO:- 1100-1103/2002 _______________________________________________________________________________________________________________________ FAO Soli Unit: Mollie Vertisols (Caine, Hyposodic) Coordinates: Long (N): 0783907 ,Lat (E): 0665606 Granulometry Depth (cm) P (1:2.5) M Sand Silt Clay Toxturo Class H2O KCI D/ EC (ms/cm) (1:2:5) OC7. OM% N% C/N Avallablo P (mg P O kg 2w soil) 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 0.23 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 69.09 Clay 8.19 7.05 1.14 0.27 2.01 3.46 0.16 12.56 14.15 8.42 Depth (cm) Exchangablo 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 0.58 0.58 54.66 17.02 72.84 65.25 111.63 0.90 3.21 1.17 25-80 1.25 0.55 64.38 8.44 74.61 66.60 112.03 1.87 7.63 80-115 1.15 0.49 60.48 8.06 70.19 61.36 114.39 1.87 7.50 1.56 115-200 1.70 0.46 64.96 13.44 80.56 72.07 111.78 2.36 4.83 1.66 1.55 I i 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(a): Data Base for Labratory Result Soil Survey Study _________________ ___________________ _________ Bale Gaddula Irrigation Project Laboratory Result________________________________ Profilo code BGP-59________________________ _____ ______________________________________________________________ __________ Mapping unit :R LAB. NO:- 1104-1106/ 2002__________ FAQ Soil Unit :Endolcptic Vertisols (Pellic)_______________________ Granulometry P (1:2.5) M Doplh (cm) Toxture Class “I [ Sand D».H Silt Clay h2o KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Avallablo P (mg PjOjjkg soli) CaCo3 % 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 5.90 13.46 30-150 20.03 10.66 69.31 Clay 8.40 7.09 1.31 0.36 1.51 2.60 008 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 2.25 0.07 18.71 3 69 14.92 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 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 1 0.62 WWDSE In Association with ICT r * a a f ftFederal 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 Uabratory Result Soil Survey Study Result Profile code BGP-OO LAB. NO:- 1107-1110/2002 FAO Soli Univ Sodi-Calcic Vertisols, (Humic.Pellic) C oo rd I nates:Long (N): 0781033. Lat (E): 0677411 Mapping unit :VB2ccVRwn-peB Depth (cm) Granulometry Texture 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 PjOg/kg soil) CaCoj % 0-20 29.97 38.79 31.24 Clay loam 7.20 6.24 0.96 0.14 1.02 1.75 0.15 6.80 132.97 15.37 20-80 4522 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 Slil loam 7.20 6.24 0.96 0.14 047 0.81 0.07 6.71 Trace Trace I Dopth (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 0-20 0 19 1.98 26 88 672 35.77 37.98 94.18 0.49 *' 4.00 20-80 047 0.82 3942 4.48 45.19 34.57 130.72 1.35 880 80-130 0 66 0 92 32 26 10.30 44.15 34.57 127.71 1 92 3.13 130-200 1.05 1.12 35 84 5 38 43 39 62.33 69 61 1.69 6 66 0.92 I WWOSE In Association w/th ICT Page 39 Final Feasibility Study RoportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project _____________________________________________ Bale Gaddula Irrigation Project Laboratory Result__________________________________________ Profilo code BGP-62_____________________________________________________________________________________________________ Mapping unit : VBInlVRcaA LAB. NO:- 1111-1113/ 2002______________________________________________________________________________________________ FAO Soli Unit: Endoleptic Vertisols (Calcaric) Coordinates: Long fA/;. 0778987 ,Laf (E) 0676413 Granulometry Annex 4.3(a): Data Base for Labratory Result Soil Survey Study Dopth (cm) P (1:2.5) H Sand Silt Clay Toxturo Class H2O KCI DeH EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjOj/kg soil) CaCo3 % 0-22 21 30 21.56 57.14 Clay 8.30 7.14 1.16 0.19 2.20 3 78 021 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 12.57 142-200 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 I l'l Dopth (cm) Exchangablo Cations (moq/100g soil) Soil Moisture Bulk Oensity Na K Ca Mg Sum of Cations CEC moq/100 gm of soil rob( /•) 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 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-63 ._______________________________________________________________________________________________ Mapping unit :VB1ccVRwn-crA LAB. NO:- 1111-1113/2002 _____________________________________________________________________________________________________________________ FAO Soil U nW Vertisols (Hyposodic, Chromic) Coordlnatos.Long (N): 0781516 , Lat (E): 0670073 Granulomotry Depth (cm) P (1:2.5) H Sand Silt Clay Texturo Class H2O KCI D/ EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 5/ 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 69.69 Clay 9.11 7.21 1.90 0.28 1.54 2.65 0.15 1027 1.62 10.32 75-140 21.35 9.70 68.95 Clay 9.31 726 2.05 0.28 1.64 2.82 0.09 18.22 0.88 18.51 Depth (cm) Exchanqablo Cations (mcq/100g soil) Soli Moisture 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 0-18 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 81.32 110.53 934 2.96 1.44 75-140 7.40 0.56 47.04 10.30 65.31 64.28 101 60 11.52 f 4 57 1.81 5.59 WWDSE In Association with ICT Page 41 Final Feasibility Study ReportD«HUU'4tl<i RnpuNti vl I thloplA Mlnhtiy of \VM<H Httmiltti feasibility MxhIv amt Detail thtlgn of Ihle lUUnla h<l<aUnn Pm)e<< Aniww 44(a) i Onh «*•• *or Ubrolory HmuH lull Survey Study [X'VI i.tu'MUHViiy rwnini CWW CQ.^(K«»\«4 Mimnlna unit iVttino.aoVRhii.iw-ntA I All NO:- UIP.113VAW yAO Soli Unit S.s'-' k\t\ x vvf-x.' * ‘V ’ .'hv»v phajm p,\s. - —*-------- ——------ — T, k Depth (CIO) 02b . 2 b JJ5 fiS wb m* ;w O Sami .?r\0T JLWS 12 55 .'5 42 iAitulomo sm IC l.t 0 53 tiy Chy ct22 039 <’•02 4V 3b Texture Chnn C(ay filiat S>W Chy H»O C.H. a ii <\4T 9 .io I'" (1:8.8) KCl 0 . JOO . O.IH ....... 0$L Or” . 120 J no j JH 1 45 «C (mntam) (12:5) 0 1f 0 26 0 05 0 20 oc% 6 07 OMY. Q /•; Available P (mo PiOajkq noil) .i no CnCoj h 0 22. . 2 i7 2 10 1 04 3 a j u ? H2 N% Q.4Q 0 (7 ou 0 00 C/N 10 Ml 12 70 |.| 00 20 no 3 10 0 7-1 2 01. OJJL 0:00 _ o :m . _ Depth (cm) Exchnngable Cntlonn (moqnoOn noil) rn$(H) BSP Ca/Mq Avg. BSP (TOP 100cm) Soil Molnturo Jte K Co Mq Sum nt Cation* CUC moq/100 yin of noli 01 ^2 . JW r.c (%) PWP (%) Bulk Density gm/ (cm)3 63 05 2 50 20.00 - 2 b 80 804 4b .145200 J 08 0 48 ...02 72. 2 24 or & ■ .1 O 36 03 84 _asj&_ ww 9 91 0 37 54 26 30 bb 05 io 0 09 0 66 . M '•< e 21 75.66 ttOAl m 3.11 1 61 J385 _ 126.77 13 42 1.78 1.62 MN 136 01 1.27 6 05 i 1.43 0.25 WWOSl In Association with IQFederal Democratic Republic ot tthlopla- Mlntsliyol Water Reiouiccs Feasibility Study and Detail Design of Rale Gadula Irrigation Project Annex 4J(n): Data Uaio for Lobratory Result Soil Survoy Study _____ ___________________________ Dnlo Gndduln Irrigation Projoct Lnborntory Ro9iilt______________________________________________ Protnv code UGP-66_______________________________________________ _____________________________________________________ Mapping unit :VO1.o-ccVRhu-poA LAB. NQ> J122412^2002____________________________ ___ ____________ _______ ___________________________________________________________________________ FAO Soil Unit Sodr-Cotetc Voitisoliols (Humic. Polite)___________________ ______________________________________________________________________________________ Coordinator: Long fN) 0798755. Lnt (E) 065133. Dopth (cm) Oranulomotry Texture Claw P (1:2.5) H Sand Silt Clay H|O KCI 0," EC (m*/cm) (1:2:5) oc% OM% N% C/N Avnilablo P (mg P|Oi/kg •oil) CaCo3 ----------* 0-25 23 32 12 00 63 72 Clay 0 07 7.02 1.05 0.2 2 47 4.25 0 22 11.23 303 10.32 2500 18 00 5 33 75.70 Clay 0 62 081 1.81 0 37 1 73 2.08 0.14 12 30 2 80 3 50 00-110 19.42 3 27 77.31 Clay 09 7.11 1.79 0.59 1 55 207 0 10 0.69 1.02 0.22 110-200 14 09 6.46 78 65 Clay 857 0 97 1.60 0 00 080 1 48 0 00 14.33 3 10 1.35 I Depth (cm) Exchangablo Callon* (moq/IOOg •oil) Soil Moliluro Bulk Don*lly Na K e. Mg Sum of Callon* CEC moq/100 gm of Boll PDS(%) ESP Ca/Mg Avg. ESP (TOPIOOcm) F.C (%) PWP (%) gm/ (cm)3 0-25 2 33 70 00 15 82 75 60 11741 3 08 443 25-60 8 84 0 02 0 56 05 54 1044 88 83 04 40 72 22 130.71 12 24 3 37 00-110 13 07 0 76 01 02 12 20 87 05 05 34 133 23 20 00 5Q0 110-200 12 09 0 86 51.08 20 70 85 72 05 34 131,19 10 50 2.50 1.58 11.77 J WWDSt In Association with ICf I'OUO 4J final feasibility Study ReportAnnex 4.3(a): Federal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Data Base for labratory Result Soil Survey Study _______________________________________ Bale Gaddula Irrigation Project Laboratory Result Profile code BGP-67___________________________ _________ _________________________________________________ _ LAB. NO:- 1126-1129/2002__________________________________________________________________ FAO Soli Unit Sodi-Calcic Vertisolsols (Humic, Pellic Mapping unit :VB1so-CcVRhu-poA Depth (cm) Granulomotry P (1:2.5) M Sand Slit Clay Texturo Class HjO KCI DPH EC (ms/cm) (1:2:5) OC% OM7. ■ N% C/N Available P (mg PjO^kg soil) CaCo3 % 0-30 962 47.91 42.47 Silty clay 734 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 2961 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 23.63 54 78 Clay 826 7.39 087 0.40 1.22 2.10 0 09 13.56 4.42 Trace .. Depth (cm) Exchangablo Cations (moq/IOOg soli) Soli 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 0-30 0.25 330 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 :cz: WWDSE In Association with ICTFeacral 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-peA LAB. NO:- 1130-1134/2002_________________________________________________________________________________________________________________________________ FAO Soil U n\LSodi-Calcic Vertisol sols (Humic. Pellic) Coordinates .Long (N): 0789742 , Lat (E): 0650510 Depth (cm) Granulometry P (1:2.5) M Sand Silt Clay Toxturo Class EC (ms/cm) OC% OM% N% ,C/N HjO KCI D/ Available P (mg PjOj/kg soil) CaCo3 % 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 1.78 066 12 95 22.27 0.02 647.50 0 00 8.08 200 245 - - - 9.26 7.60 1.66 0.58 - - - Dopth (cm) Exchangablo Cations (meq/100g soil) Soil Molsturo Bulk Donslty Na K Ca Mg Sum of Cations CEC mcq/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 4294 73.72 59.94 122 99 18.69 0.43 150-200 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 - - - - - - - WWDSE In Association with ICT Page 45 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Oeslgn of Bale Gadula Irrigation Project Annex 4.3(a): Data Base for Labratory Result Soil Survey Study _________________________ _______________ Bale Gaddula Irrigation Project Laboratory Result___________________________ __________________ Profllo code BGP-70_____________________________________________________________________________ __________________________ Mapping unit :VB1so-ccVRhu-peA LAB. NO:- 1151-1154/2002______________________________________________________ FAO Soil Unit. Sodi-Calcic Vertisolsols (Humic. Pellic) Dopth (cm) Granulomotry P (1:2.6) H Sand Silt ' Clay Toxturo Class HjO KCI DpH ---- EC---- (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg P2Oakg CaCoj % 0-23 25.66 17.24 57.10 Clay 7.17 5 89 1.28 0.08 3.24 5.57 033 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 0.19 963 3.24 10.32 80-160 22.68 6.53 70.78 Clay 8.89 7.17 1.72 0 56 2.11 363 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 Dopth (cm) Exchangablo Cations (moq/100g soli) Soil Moisturo Bulk Density Na K Ca Mg Sum of Cations CEC moq/100 gm of soil PBS(%) ESP Ca/Mg Avn (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 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 Soli Survey Study Profile code BGP-71 LAB. NO:- 11551-1157/2002______________________ FAO Soil Unit Sodi-Calcic Vertisolsols (Humic, Pellic) Coordinates: Long (N): 0791938 , Let (E): 0649977 Bale Gaddula Irrigation Project Laboratory Result______________________________________________ Mapping unit : VB1so-ccVRhu-peA Depth (cm) Granulometry Texture Class P (1:2.5) H Sand Silt Clay k2o KCI EC (ms/cm) (1:2:5) OC% OM% N% C/N Available P (mg PjO^kg soil) CaCo3 % 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 18.12 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 Depth (cm) Exchangablo Cations (moq/100g soil) Sum of Na K Ca Mg Cations Soil Molsturo Bulk Density CEC moq/100 gm of soli 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 6.82 0.52 54.66 20.16 82.16 69.15 118.81 986 2.71 1.60 90-200 9.15 0.73 51.97 12.10 73.95 68.66 107 70 13.33 4.30 6.13 1.47 WWDSE In Association with ICT Page 47 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 Gadduia Irrigation Project Laboratory Result____________________________________ . Profile code BGP-75_________ _________ ___________________________________________________________________________________ Mapping unit :R LAD. NO:* 1135-1139/ 2002_______________________________________________________________________________________________________________ FAO Soli Unit: Sodi-Calcic Vertisolsols (Humic. Pellic) Dopth (cm) Granulomotry P (1:2.5) H Sand Silt Clay Toxturo Class H2O KCI DpH EC (ms/cm) i (1:2:5) OC% OM% N% C/N Available P (mg P O kg 2 5l soil) CaCo3 % 0-20 34 12 25.92 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 soil) Soil Moisturo 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 0-20 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 CONDUCTIVITYto to Bi to to to k to to to to to to to to to to to to toFederal 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.BGP 34 |pate 25/07/09 |Replicate no: 1 FAO Soil {Jnit Mollie Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N) 0781104 ,Lat (E): 0665267 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. |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) 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 IS 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 liters of water used for prewetting from weybe river Due to fine to medium subsurface crack as well the land is gazing land and has common sto les that the infeltration rate is high beyond the profile texurai class (caly) Mositure penteration to 55 cm 1 WWDSE In Association 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,YADQT AND BALE-GADULA IRRIGATION PROJECT ___________________ ________________ INFILTRATION RATE MEASURMENT FORM____________________________ Profile No.BGP-34 [Date25/07/09 [Replicate no: 2 FAO Soil UnitJWoflfc Vertisols (Calric. Hyposodic) stony phase Coordinates, Long (N): 0781104 ,Lat (E) 0665287 [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 Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min 1 Depth of Water(cm) Intial Final Intake (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 15 134 186.7 185.6 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 2 WWDSE In Association 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 ______________WELMELjYADOT AND BALE-GADULA IRRIGATION PROJECT____________________ INFILTRATION RATE MEASURMENT FORM Profile No.BWG 34 |Date25/07/09 FAQ Soil Unit Mollie Vertisols (Calric, Hyposodic) stony phase Coordinates, Long (N): 0781104 ,Lat (E): 0665287 Surface feature: - Gently sloping land | Replicate no; 3 |Author:Abreham & Kalkidan Mapping unit: VBimoVRca-wnA UTM Reading Predomenantly cultivated land, open shrub and wood land Fine to medium surface cracks Common stones and rock out crops on the surface. 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 04 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 1.2 6:14 20 254 100.8 0.4 5.1 1.2 1.2 6:34 20 274 101.2 0.4 5.5 1.2 1.2 Remark: 312 liters of water used for prewating from weybe river Fine to medium sub surface crack The land is grazing land and has common stones and rock out crops on th Moisture penteration to 35cm e surface 3 WWDSE In Association 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 INFILTERATION RATE MEASUREMENT BGP 34 100 ■ Cum. Intake (cm) — ■— Mean 100 1000 ELAPSED TIME 4 WWDSE In Association with ICT Final Feasibility Study ReportFed«T«i Orrr.DC7»t!c Mpub5< of tthlopU- MWttry of W«!«r ftewurtrt FuifeMy it^y nd DtUt Drum of Ul« GHolo Impth*, Project Annrr 4 S(b t) : Data Mk far _______________ WELMELjYADOT AND BALE-GADULA IRRIGATION PROJECT ________________ INFILTRATION RATE MEASURMENT FORM Profile No, BGP 3S |Date 21/07/09 | Re plicate no: 1 FAO Soil Unit;. Moftc Vertso/s (Caine, Hyposodic) Stony phase Coordinates, tong (N): 0782041. Lal (E) 0665415 |Author:Aberham & Kalkidan Mopping unft vbictoVRca-waA Surface feature:- Gently sloping land Fine to medium surface crack Predominantly cultivated land UTM Reading N: 0782040 E: 066S416 Depth of Water(cm) Infiltration rate (cm/hr) local Interval (min) Cumulative time (mln) Intake (cm) Intial Final 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 73 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 13 2:26 10 26 7.7 0.1 0.5 06 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 03 3:46 15 106 8.1 0.1 0.9 0.4 0.5 4:06 20 126 8.2 0.1 1.0 0.3 0.5 4:26 20 146 8.2 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 1.2 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 03 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 04 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 Auedallon With ICT F»te S r«Ml F^vtMhty stvey ReportF«def»t Democratic Republic of Ethiopia- Minlitry of Wiier Rciourcn EcawbUlty Study and Detail Declan of Bale Gadula irritation Proved Annra 4.3|b c): Data Race for InWtetatlon rate meaturement and Hydrwdlic Conductivity ____ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT________________ _______________ INFILTRATION RATE MEASURMENT FORM_____________________________ Profile No.BGP-35 |Date21/07/09 |Replicate no: 2 FAO Soli UnitJ; Mollie Vertisols (Celnc, Hyposodic) Stony phase Coordinates, Long f/VJ O7B2O41, Lat(E) 0665415 [AuthorrAberham & Kalkidan Mapping unit: VBimcVRca-wnA Surface feature:- Gently sloping land Predominantly cultivated land Fine to medium surface cracks UTM Reading N: 0782040 E: 0665416 Depth of Waterfem) Infiltraitlon rate krTi/hr) Local Interval (mln) Cumulative time (min) Intial Final Intake (cm) Cumulative Intake (cm) 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 16 186.1 0.1 0.4 1.2 1.5 2:28 10 26 186.5 04 0.8 2.4 1.8 2:38 10 36 187.0 0.5 13 3.0 2.2 2:48 10 46 1874 0.4 1.7 2.4 2.2 3:03 15 61 188.0 0.6 23 2.4 23 3:18 15 76 188.5 0.5 2.8 2.0 2.2 3:33 15 91 189.0 0.5 33 2.0 2.2 3:48 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 L8 2.1 4:48 20 166 191.2 0.5 55 15 2.0 5:08 20 186 191.7 05 6.0 15 1.9 5:28 20 206 192.1 0.4 6.4 1.2 1.9 5:49 20 226 186.0 185.7 03 6.7 0.9 1.8 6:09 20 246 186.6 0.6 73 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 prewating 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 WW3SE tn AsodrJcr. -rtth tCT Paget. Final Feasibility Study ReportFH<ril Dtmoartk RrpuMk of (lhka*ia Mmhvy at W«ur Rnwrcn fr 11.Wiry study t»i 0«M (Mtn at Mt Gtdult IH^itlon Project Anne* « 1P> cj : OtU Uu foe IrWteettion rttr i _______________ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT__________________ ________________ INFILTRATION RATE MEASURMENT FORM________________________________ Profile No. BWG 35 |Date 21/07/09 [Replicate no: 3 FAO Soil Unit) Mollc Vertisols (Caine, Hyposodtc) Stony phase Coordinates, Long (7VJ 0782041, Laf (E) 0665415 |Author.Abreham & Kalkidan Mapping writ VHtmoVRxa wnA Surface feature:’ Gently sloping land Predominantly cultivated land Fine to medium surface cracks UTM Reading N: 0782040 E: 0665416 Depth of Water(cm) Infiltration rate (cm/hr) local Interval (mln) Cumulative time (min) Intial Final Intake (cm) 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 1-6 2:21 5 16 95.9 0.1 0.4 1.2 13 2:31 10 26 96.0 0.1 0.5 0.6 L2 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 96.3 0.1 0.8 0.4 03 3:50 15 106 96.5 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 0.5 4:$0 20 166 96.9 0.2 1.3 0.6 0.5 5:10 20 186 97.0 0.1 1.4 0.3 03 5:30 20 206 97.2 0.2 1.6 0.6 03 5:50 20 226 97.4 0.2 1.8 0.6 0.5 6:10 20 246 97.6 0.2 2.0 0.6 0.5 6:30 20 266 97.9 0.3 2.3 0.9 05 Remark: 370 liters of water used for prewating from weyib river Fine to medium sub surface crack The inniteration point is recently plouged land and still plouged for next rainy season. Moisture penteration to 3Scm VrfWDSt ki A*wd«lwn with ICT Page 7 Rn.t FeesftUtfy Stutfy Report'HhnrWMKJX «*T» (tm/M). CUM IMTAMf (tm) Staff Or: *3 Ovv cf M> Gitf-rfa Wxrtusn rrojert INFILTERAT1ON RATE MEASUREMENT BGP 35 .. L_i2 QVSDnM we. KT fiAAl FowbUdy Study (UponFederal Democratic Republic of Ethiopia- Minis Uy of Water Resources Feasibility Study and Detail Design Df Bale Gadula Irrigation Project Annex 4J(b c): Data Base for Infheratkm rate measurement and HydnxaOK; Conductn^ty WWDSE in Association with ICT Pages Anal Feasibility Study ReportFeder*! Democritic Republic of Ethiopia- Ministry of Water Rejourcci Feasibility Study and Detail Design of Bale Gadula Irogatlon Project Annex 4.3(b c): Data Ba»e for Infllteratlon rate measurement and Hydruallic Conductivity WELMELjYADOT AND BALE-GADULA IRRIGATION PROJECT____________ _______ INFILTRATION RATE MEASURMENT FORM______________ Profile No.BGP-48 |patc 14/07/09 [Replicate no: 2 |Author:Aberham & Kalkldan FAO Soil Unit Calcic Vertisols, (Hposodic, Pellic)Mapping unit: VB2ccVRwn-pcB Coordlnates:Long (N): 0782021 ,Lat (E): 0673412 1 Surface feature:- Gently sloping land Intenselvely cultivated land Medium to wide surface cracks UTM Reading N: 0782021 E: 0673412 Depth of Waterfcml Infil tration rate fcm/hr) Local Interval (min) Cumulative time (mln) Intial Final Intake ’ (cm) Cumulative Intake (cm Immediate Mean 2:03 185.5 2:05 2 2 185.6 0.1 0.1 3.0 3.0 2:07 2 4 185.6 0.0 0.1 0.0 1.5 2:09 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 0.3 1.2 1.1 2:24 5 21 186.0 O.2 0.5 2.4 1.4 2:34 10 31 1864 0.4 0.9 2.4 1.7 2:44 10 41 186.8 0.4 1.3 2.4 1.9 2:54 10 51 187.1 0.3 1.6 1.8 1.9 3:04 10 61 187.3 0.2 1.8 1.2 1.8 3:19 IS 76 187.7 0.4 2.2 1.6 1.7 3:34 15 91 188.1 0.4 2.6 1.6 1.7 3:49 15 106 188.3 0.2 2.8 0.8 1.6 4:04 IS 121 188.9 0.6 3.4 2.4 1.7 4:24 20 141 189.4 0.5 3.9 1.5 1.7 4:44 20 161 189.8 0.4 43 1.2 1.6 5:04 20 181 190.1 0.3 4.6 0.9 1.5 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 6.-O4 20 241 191.5 0.4 6.0 1.2 1.5 Remark: 212 liters of water used for prewatmg from weyib river Medium to wide subsurface crack which extendes to lm make the infeltration rate beyond the limite of the textural class of the profile that is day. Moisture penteration to 45cm WWDSE In Association with ICT Pitt 10 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia* Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 43(b c): Data Base for InfilteratJon rate measurement and Rydruallic Cond ucthnty _______ _____ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT ________________ ______________ INFILTRATION RATE MEASURMENT FORM______________________________ Profile No. BWG 48 |Date 14/07/09 [Replicate no: 3 [AuthoriAbreham & Kalkldan FAO Soil Unit Calac Vertisols. (Hposodc, Pellic)Mapping unit: VB2ccVRwn-pc8 Coordinatcs:Long (N) 0782021 .Lal (E): 0673412 1 Surface feature:- Flat to Gently sloping land Medium to wide surface crack Intensively cultivated land UTM Reading N: 0782021 E: 0673412 Infiltr »tion rate (c m/hr) Local Interval (mln) Cumulative time (min) Dept h of Intial Final Intake (cm) Cumulative Intake (cm) Immediate Mean 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 0.2 0.0 0.6 2:38 10 31 96.0 0.1 0.3 0.6 0.6 2:48 10 41 960 0.0 0.3 0.0 0.4 2:58 10 51 96.1 0.1 0.4 0.6 0.5 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 0.3 4 03 20 116 96.3 0.1 0.6 0.6 0.3 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 20 216 973 0.2 1.6 0.6 0.4 6.03 20 236 97.4 0.1 1.7 0.3 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 distrubed (recently plouged) Moisture penteration to 40cm WWOSE In Association with ICT Page 11 Final Feasibility Study Re podFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3{b e): Data Base for Infilteration rate measurement and Hydruallic Conductivity WWDSE In Association with ICT Pace 12 Anal Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadu'a Irritation Project Annex 4.3(b c): Data Base for InfMteration rate meaaurement and Hydruallic CorxJurtMty WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT________________________ __________________ Profile No.BGP S3 INFILTRATION RATE MEASURMENT FORM |Date 16/07/09 |Rep1icateno: 1 |Author.Aberham & Kalkidan FAO Soil Unit Ca/c/c Vertisols (Hyposodic, Chromic) Mapping unit: VBIccVRwn-crA oordinates: Long (N): 0781065,Lot (E): 067651 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) (ntial Final Immediate Mean 2:00 187.8 2:04 2 2 188.6 0.8 0.8 24 24 2:06 2 4 189.2 0.6 1.4 18 21 2:08 2 6 190.3 1.1 2.5 33 25 2:10 2 8 191.0 0.7 3.2 21 24 2:15 5 13 192.0 1.0 4.2 12 19.4 2:20 5 18 193.0 1.0 5.2 12 17.3 2:25 5 23 194.0 1.0 6.2 12 16.2 2:30 5 28 194.9 0.9 7.1 10.8 15.2 2:40 10 38 196.5 1.6 8.7 9.6 13.7 2:51 10 48 190.0 188.0 2.0 10.7 12.0 13.4 3:01 10 58 191.5 1.5 12.2 9.0 12.6 3:11 10 68 193.1 1.6 13.8 9.6 12.2 3:26 15 83 195.0 2.1 15.9 8.4 U.S 3:41 15 98 197.4 2.4 18.3 9.6 11.2 3:57 15 113 190.0 187.8 2.2 20.5 8.8 10.9 4:12 15 128 192.4 2.4 22.9 9.6 10.7 4:27 15 143 194.3 1.9 24.8 7.6 10.4 4:47 20 163 196.6 188.0 2.3 27.1 6.9 10.0 5:09 20 183 191.1 3.1 30.2 9.3 9.9 5:29 20 203 194.0 2.9 33.1 8.7 9.8 5:49 20 223 196.4 2.4 35.5 7.2 96 6:10 20 243 191.0 188.0 3.0 38.5 9.0 9.5 6:30 20 263 193.4 2.4 40.9 7.2 9.3 6:50 20 283 195.9 2.5 43.4 7.5 9.2 L Remark: 505 liters of water used for prewetting from weyib river Medium to wrie crack & sub surface crack make the infiltration rate high as well the land is recent (distrubed) which make the intake rate high. Espacilay for this replication the area is used for collecting harvest treats to sparation from the stra not cultivated for so long that the intake rate is high, Mositure penteration to 70 cm ly ploughed w WWDSE In Association with ICT P*<e 13 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resource* Feasibility Study and Detail Des»£n of Bale GaduU Irrigation Project Annex 43(b e): Data Base for Infilteration rate measurement and Hydruallic Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT __________________________ INFILTRATION RATE MEASURMENT FORM______________________ Profile No. BGP-53 |Date 16/07/09 | Replicate no: 2 |Author:Aberham & Kalkidan" FAO Soli Unit Cafc/c Vertisols (Hyposo&c. Cbromrc)Mapping unit: VB1ccVRwn-crA oordinates: 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 Def3th of Wat ef(cm) Infiltration rate (cm/hr) Local Interval (min Cumulative time 1 (min) 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 03 LI 3.6 5.1 2:21 5 18 7.3 0.4 1.5 4.8 5.0 2:26 5 23 7.7 0.4 L9 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 IJ 3:11 10 68 10.5 05 4.9 3.0 43 3:26 15 83 1L2 0.7 5.6 2.8 4.0 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 L0 113 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 73 1.1 15.3 33 3.5 Remark. 300 liters of water used for prewating from weyib rrver 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 WWDSE In Association with ICT Pace 14 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gaduia Irrigation Project Annex 4_3(b c): Data Base for Infdteratkxi rate measurement and HydruaBc Crxxkrv-ty WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No. BWG 53 |pate 16/07/09 | Replicate no: 3 |Author. Abreham & Kalkidan FAO Soil UnitCa/cic Vertisols (Hyposodic. Chromic)Mapping unitVBlccVRwn-crA oordinates: Long (N): 0781065 .Lat (E): 067651 UTM Reading 1 Surface feature:- Gently sloping land Medium to wide surface crack Intensively cultivated land 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 4.5 2:19 5 13 96.2 0.1 0.7 13 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 1.2 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 J) 3:09 10 63 98.6 0.5 3.1 3.0 2.9 3:24 15 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 Page is Final Feasibility Study ReportWH"RATION MT* (tm/hr), CUM IN TAUT Federa' C*f»oCTt>: -ep-b.’* ef Ervxu !.'*r7 c# W*ttr Resxrre? Ftiib. br Study t'ti Det*r Detf. ©f Bale G*i- -* •~C *'-’’- P.-q^ei A <S(b d ' D*ti Saw ftr HWrpr»5on rate r-wasure.-^t and Hydn^ffk Conductive w 3 INFILTERAT1ON RATE MEASUREMENT BGP 53 I i w IOC 1300 W/7DS£ In Auodnion wtfh ICT P*tc 16 Final FeawbiOty Study ReportFederal Democratic Republic of Ethiopia- MxrusUy of Water Resources Feasibt&ty Study and Detail Design of Bale Gadula ImgaUon Project Annex 43(b c): Data Base for Infill entree rate measurement and Hydnxalfic Conductrnty WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM ~ Profile No. BGP 68 |Date 23/07/09 FAO Soil UnitSodA-Ca/oc Vertisol sots (Humic. Pettie) [Replicate no: 1 _____________ _________________________________ [Author Aberham & Kalkidan Mapping unit: VBIso-ccVRhu-peA Coordinates :Long (N) 0789742. Lat (E) 0650510 1 Surface feature: Flat gently sloping land Moderate cultivated, land open wood shrub land Fine to medium Surface cracks 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 L5 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 lk5 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 S.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 L4 18.4 4.2 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 S.4 6:18 20 248 18.3 L3 22.0 3.9 5.3 6:39 20 268 9.7 8.0 1.7 23.7 5.1 5.3 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 graaing for this year that has effect on the in take rate. Mositure penteration to 30 cm WWDSE in Association with ICT Page 17 Final Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of BaleGadula Irrigation Project Annex4.3(b c): Data Base for Infiltcratlon rate measurement and Hydrualllc Conductivity WWDSE In Association with ICT Page 18 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 cj: Data Base for Infilteralian rate measurement and Hydmallic Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT _________________________ INFILTRATION RATE MEASURMENT FORM Profile No.BGP-68 |Date23/O7/O9 |Replicate no: 3 |Author:Aberham & Kalkidan FAO Soil Unit.SodrCafac Verl'Solsols (Humic. Pellic) __________________________________ Mapping unit: VB1so-ccVRhu peA Coordinates :Long (N): 0789742 , Lat (E): 0650510 1 Surface feature:- Flat to Gentlv slooine land Moderately cultivated land, open shrub and wood land Fine to medium surface crack. UTM Reading N:0789750 E: 0650650 Depth of Water(cm) Infiltration rate (cm/hr) local Interval (mln) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2:00 96.5 2:02 2 2 97.1 0.6 0.6 18.0 18.0 2:04 2 4 97.3 0.2 0.8 6.0 12.0 2:06 2 6 97.6 0.3 1.1 9.0 1L0 2:08 2 8 97.9 0.3 1.4 9.0 10.5 2:13 5 13 98.6 0.7 2.1 8.4 9.7 2:18 5 18 99.1 0.5 2.6 6.0 8.7 2:23 5 23 99.8 0.7 3.3 8.4 8.6 2:28 5 28 100.3 0.5 3.8 6.0 8.1 2:38 10 38 101.2 0.9 4.7 5.4 7.4 2:48 10 48 102.2 1.0 5.7 6.0 7.1 2:58 10 58 103.2 1.0 6.7 6.0 7.0 3.08 10 68 103.9 0.7 7.4 4.2 6.5 3:23 15 83 105.0 1.1 8.5 4.4 6.1 3:38 15 98 106.0 1.0 9.5 4.0 5.8 3:54 15 113 98.1 96.5 1.6 11.1 6.4 5.9 4 09 15 128 99.8 1.7 12.8 68 6.0 4:29 20 148 101.7 1.9 14.7 5.7 5.9 4:49 20 . 168 102.4 0.7 15.4 5.1 5.5 5:09 20 188 103.5 1.1 16.5 3.3 S.3 5:29 20 208 104.6 1.1 17.6 3.3 5.1 5:49 20 228 105.7 1.1 18.7 3.3 5.0 6:09 20 248 107.3 1.6 20.3 4.8 5.0 6:30 20 268 98.5 96.5 2.0 22.3 6.3 5.0 Remark: 375 liters of water used for prewating from weyib river Oue to medium to wide sub surface cracks as well the land is nearely cleared for rest using for grazing land so that the infeltration rate is high. Moisture penteration to 50cm WWDSE In Association with ICT Page 19 Hnal Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study »nd Detail Design of Bale Gadula Irrigation Project Annex 4,3(b c): Data Base for Infllteration rate measurement and Hydruallic Conductivity INFILTERATION RATE MEASUREMENT BGP 68 WWDSE In Association with ICT Page 20 Final Feasibility Study ReportFederal Democrat* Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irritation Project Anne* 4.3(b c): Data Base for Infiheration rate measurement and HydrvalUc Conductivity WWOSE In Association with ICT P»te 21 Rnel 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 WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No. BGP39 |Date 09/07/09 [Replicate no: 2 [Author;Aberham & Kalkidan FAO Soil Unit HaphC LuviSQlS (Hypereutric, clayic)Mapping unft: VB2haLVhe-crg Coordinates long (N): 0783007,Lal (E). 0668385 Surface feature: Flat gently sloping land Intensively culitvated land Fine to medium surface &sub surface cracks Intake UTM Reading N: 0783007 E: 0668385 Depth of Water(cm) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min (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 2:37 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 O.S 0.0 0.4 3:32 15 89 96.3 0.1 0.6 0.4 0.4 3:52 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 4:52 20 169 97.1 0.3 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 0.3 0.5 6:12 20 249 97.8 0.2 2.1 0.6 0.5 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 penteration 45cm WWDSE In Association with ICT Page 22 Final Feasibility Study ReportFederal Democratic Republic of EtNopla* 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 Hydrualfic Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No .BGP39 |Datc 09/07/09 FAO Soil Unit Haphc Luvisols (Hypereutric, clayic) |Replicate no: 3 [Author: Aberham & Kalkidan Mapping unit: VB2haLVhe-crB Coord I nates: Long (N): 0783007 .Lat (E): 0668395___________________ Surface feature: Flat gently sloping land Intensively culilvated land Fine to medium surface & sub surface cracks ~T UTM Reading N: 0783007 E: 0668385 Depth of Waterfem) Infiltration rate (cm/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) 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 5 9 185.7 0.1 0.2 1.2 13 2:20 5 14 18S.7 0.0 0.2 0.0 0.9 2:25 5' 19 185.7 0.0 0.2 0.0 0.6 2:35 10 29 185.7 0.0 0.2 0.0 0.4 2:45 10 39 185.7 0.0 0.2 0.0 0.3 3:00 15 54 18S.8 0.1 0.3 0.4 0.3 3:15 15 69 185.8 0.0 0.3 0.0 03 3:30 IS M 185.9 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:S0 20 164 186.4 0.1 0.9 0.3 03 5:10 20 184 186.5 0.1 1.0 03 03 5:30 20 204 186.6 0.1 1.1 03 03 5:50 6:10 20 224 186.7 0.1 1.2 03 03 20 244 186.8 0.1 1.3 03 0.3 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 Page 23 Final Feasibility Study ReportmNMTlON Mft Whl), (UM INTANt I (m) -ton Df ^cc jtx Pj-y.—f-r cf Vnirt d Wu'jm ?.n^r^n 4_2(b c}: Data Bate for L-/2ter»Oen raze rrwasixer"«ent and Hydruaf.r< Conducthrty ?-a-K*3iLrM Sc^ey *nd DsZx’ Des<“ d £*Se G*--^-» incite--; Prr^c: INFILTERATION RATE MEASUREMENT BGP 39 *»®e24 f eauhd/ty Stud, ktperrFedml Dvmocra'Jc Repubbc of EtSaopo- Mimtry of Water R^rourrr-. Feaa2^cy Stuiy and Detal Design of Bale Gadula Imgjtion Project Mrri 4 3(b c): Orta B»e far irrfStrraoon rate ;»ndHydnxafcConda=insy WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM Profile No, BGP 018 |Date 03/07/09 [Replicate no: ~ FAO Soil UnitCaJoc Veftrsois (PeflcJ_____________________________________________________ Coordinates: tony (N) 0781948. Lit (E): 0653577_______________________________________ Surface feature: gently sloping land llensevety culatvated land and small area of grazing land Fine to medium surface & sub surface cracks Common stones on the surface UTM Reading N: 0781948 E: 0658577 I Depth of Waterfem) Infiltration rate (cm/hr) local Interval (min) Cumulative time (min) | Intake (cm) ntial dnal Cumulative Intake (cm) Immediate Mean 200 72 202 2 2 82 1.0 ID 30 30 2-04 2 4 9.1 03 13 27 285 2-06 2 6 10 0 03 23 27 28 2-08 2 8 103 03 3.7 27 273 2:13 5 13 125 1.6 S3 192 245 2:18 5 18 142 1.7. 7.0 20.4 233 223 5 23 I 15.4 12 82 14.4 21.4 233 10 33 17.9 25 10.7 15 0 195 245 10 43 10.4 73 3.1 133 18.6 193 255 10 53 130 2.6 16.4 15.6 18.6 3:10 15 68 159 23 193 U.S 17 0 325 15 83 192 33 22.6 132 163 3:41 15 93 10.6 75 31 25.7 12.4 15.7 356 15 IB 13.4 23 285 112 15.1 3:16 20 B3 165 3.1 313 93 143 338 20 153 11.0 75 35 35.1 105 133 358 20 173 142 32 383 9.6 133 4:18 20 193 16.3 2.1 40.4 63 12.6 439 20 213 10.0 7.4 26 430 73 12.1 459 20 233 12.4 2.4 45.4 72 11.7 519 20 253 14.4 2.0 47.4 60 112 539 20 273 153 15 48.9 45 10.7 6-00 620 20 193 103 8.0 23 512 63 105 20 313 123 2.0 532 6.0 102 280 liters of water used for prewerting from weyib over Medium to wide crack which extends up to 80cm make the rate high as weU the mfdteratxjn point a on pathcy area grazing land Moisture penteration to 60cm FeatiMey Stwdy WWDSE Aisooauoa wrth KTI adotal Democratic Republic of Khlopl*> Ministry of Wata' Itowuicei reatlbillly Study and Detail Deilpn of Rale Gnilula If 11£ atlun 1’ivfett Ann»« A 1(|> c): Data flue for Inflltarallon rate meaiurcrncnt and llyifruallfc Conductivity WELMEL,YADO7 AND DALE-GAD U LA IRRIGATION PROJECT INFILTRATION RATE MEASURMENT FORM_____________ Profile No. DGPOlfl ]Dote 03/07/09 FAO Soli UnlLCafcfc Vcitsols (f^clhc}________________ CooiUlnaloa: Long (N): 0781940, Lot (E) 0656577 Surface feature: Gently sloping land |Rcpllcatc no: 2 {Author: Aberham & Kalkldan~ Mapping unit: VDtccVftpaA Intensively culltvotcd land and smalt area of grorlng land Fino to medium surface 8. sub surface crocks Common stones on the surface . L UTM Reading N: 0781948 E: 0658577 Depth of Watcr(cm| Infiltration rate (cm/hr) Local Interval (mln) Cumulative time (mln) Intake (cm) Intial Final Cumulative Intake (cm) Immediate Mean 2:02 185 5 2:04 2 2 1856 01 01 3.0 3.0 2 06 2 4 1858 0.2 0.3 6.0 4.5 2 03 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 1878 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 08 5.2 4.8 6.5 3:08 15 63 192.1 1.4 6.6 5.6 6.3 323 15 78 193.4 1.3 7.9 5.2 6.1 3:38 IS 93 194.5 11 8.10 4.4 5.2 3:55 15 10S 1866 185.6 1.0 9.1 4.6 5.1 4:15 20 12S 188.5 1.9 100 5.7 5.2 4 35 20 148 190.2 1.7 12.7 S.l 5.1 4:55 20 168 191.6 14 13.7 4.2 4.9 5 IS 20 188 193.0 1.4 15.1 4.2 4.8 5;3S 20 208 194 0 1.0 16.1 3.0 4.6 5:55 20 228 195.1 11 17.2 3.3 4.5 6:15 20 248 1866 185.8 0.8 18.0 2.4 4.4 6:35 20 268 1878 1.2 19.2 3.6 4.3 6:55 20 288 189.0 1.2 204 3.6 4.3 Remark: 180 liters of water used for prewetting from weybe over Medium to wide crack which extondes up to 80cm m3ke the rate high as well the infeltration site lies on patchy area of grating land that make the Intake rate high. Mositure penteration to 40cm fkul Feasibility Study Report WWDM In Aisodate* with IO Pate 26Tedtftl Dtmocritk Republic of £lh»opl*- M^nhtry of Weter Reiourcri FeaUbllMy Study and Deled Detlgn o< Bale Gad Ja Irrigation Prefect Annas 4J(b c): Data Bate for Infateratlon rate meawrtment and Hydruafte Condvr-M^ ___ _______ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT_________ ___________________ INFILTRATION RATE MEASURMENT FORM_______________ .Profile No. BGP 018 [Date 03/07/09 [FAO Soil UnltCBfcfc Vcrliicls (Pelite)Mapping unC VBIccVRpeA [Replicate no: 3 | Author Aberham & Katkidan Coordinate*: Long (N): 0781948. Lot (E): 0658577 JTM Reading 1 Surface feature: Gently sloping land Intensively cultivated land and small area of grating land Fine to medium surface & sub surface cracks Common stones on the surface M: 0781948 E; 0658577 Depth of Water(cm) Intake (cm) Infiltration rate (cm/hr) Local Cumulative (min) Intlal 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 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 95.7 0.0 0.2 0.0 03 301 15 56 95.8 0.1 0.3 0.4 0.3 3:16 15 71 95.8 0.0 0.3 0.0 03 3:36 20 91 95.9 0.1 0.4 03 03 3.56 20 11 96.0 0.1 0.5 0.3 03 4:16 20 131 96.1 0.1 06 0.3 0.3 4:36 20 151 96.3 02 0.8 0.6 03 4:56 20 171 96.4 0.1 0.9 0.3 03 5:16 20 191 96.S 0.1 1.0 0.3 03 5:36 20 211 96.5 0.0 1.0 0.0 03 - Remark: 250 liters of water used for prewetting from weyib river Medium to wide crack & subsurface crack Mositure penteration to 3Scm I'rnM FeatOuhty Study Report WWOSE In Mioaatlon with ICT Page 21 « .—. £E c —"Fede-al Democrat*: Repubfe o! Eth-cpu- Mob try c! Water taourm Feai&ity Study and DeUS Deiicn cf Bale Gadub lrr<a:>c»n Project Annex 4_3(b cj: Data (Uie foe In'-'mton rate measurement and HydruaDic Conductivity INFILTERATION RATE MEASUREMENT BGP 18 too I I I S P S t =■ r 1C ■< 3 r" Final Feasibility Study Report WWDSi tn AiioUtxon wWt ICT Pate 2»Dtmocratk: Repubfc of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4_3(b c): Data Base for Infiherabon rate measurement and HydnaHic ConduOnnTy ______ _________ WELIVIEI-,YADOT AND BALE-GADULA IRRIGATION PROJECT_________________ ____ ________ INFILTRATION RATE MEASURMENT FORM______________________________ Profile No. BGP OS |pate 01/07/09 |Replicate no: 1 [Author: Aberham & Kalkidan FAO Soil Unit- Sodi-Calac Vertisols. (Humic.Peflic)__________________________________________________ Mapping unit VB2to-ccvroiu-p«B Coordinates: Long (/V), 0756702, Lal (E) 0553113 Surface feature: Flat gently sloping land Intensively culitvated land slight sealing Fine to medium surface crack UTM Reading N: 0786702 E: 0653113 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 7.5 2:02 2 2 8.1 0.6 0.6 18 18 2:04 2 4 8.8 0.7 13 21 193 2:06 2 6 9.3 0.5 1.8 15 18.0 2 08 2 8 9.8 03 23 15 173 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 9.6 133 2:38 10 38 15.3 1.6 7.8 9.6 123 2:51 10 48 9.4 8.0 1.4 9.2 8.4 113 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 6.6 103 336 15 93 16.0 2.2 15.8 88 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 63 9.6 5:41 20 213 9.9 7.8 2.1 33.0 63 93 6:01 20 233 12.1 2.2 35.2 6.6 9.1 6:21 20 253 14.2 2.1 373 63 88 6:41 20 273 15.9 1.7 39.0 5.1 8.6 7:02 20 293 10.0 76 2.4 41.4 7.2 83 7:22 20 313 12.4 2.4 43 8 7.2 8.4 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 po.nt is recently plouged land and stil plouged Moisture penteration to 50cm WWDSE In Association with ICT Page » Firval Feasibility Study ReportFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irritation Project Annex «3|b c): Data Base for Infiheration rate measurement and Hydruallic Con duct rvty _________________ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT___________________ _________________ ________ INFILTRATION RATE MEASURMENT FORM___________________________ Profile No. BGP 05 [pate 01/07/09 |Replicate no: 2 [Author: Aberham & Kalkidan FAO Soil Unit' Sod»-Cafcrc Vertisols, (Humic.Pelltc)__________________________________________________________ Mapping unit: VB2so<cVRhu-peB Coordinates: Long (hQ 0786702, Lat (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) infiltration rate (cm/hr) Local Interval (min) 1 Cumulative time (min Intake (cm) Cumulative Intake (cm) Intial Final Immediate Mean 2:05 95.8 2:07 2 2 95.8 0.0 0.0 0.0 00 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 05 1.2 15.0 9.0 ' 2:18 5 13 97.6 0.6 1.8 7.2 8.3 2:23 5 18 985 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 9.9 253 10 48 102.2 1.1 7.4 6.6 - 9.3 304 10 58 96.2 958 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 8.1 354 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 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 Gadula Urination Project Amex 43{b c) : Data Base for lefiterate rate rwasuremeet and Hyd^r-c Gan&JCUrtv _________________ WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT__________________ INFILTRATION RATE MEASURMENT FORM Profile No. BGP 05 |Date 01/07/09 [Replicate no: 3 [Author: Aberham & Kallddan FAO Soil Unit Sodi-Calcic Vertisols. (Humic.Peftrc)________________________________________________________ Mapping unfc V92><xcVFUmh Coordinates: Long (N): 0786702, Lat (E) 06S3113 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) Infiltration rate (an/hr) Local Interval (min) Cumulative time (min) Intake (cm) Cumulative Intake (cm) Intial Final Immediate 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 13 27.0 - 19 2:17 2 8 187.8 0.4 23 12.0 173 2:22 5 13 188.7 0.9 3.2 10.8 14.8 2:27 5 18 190.0 1.3 45 15.6 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 6.0 123 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 13 12.1 113 11.0 3:29 10 76 186.8 185.5 1.3 13.4 7.8 10.6 3:44 15 91 189.5 2.7 16.1 10.8 10.6 3:59 15 106 191.8 2.3 18.4 93 10.4 4:16 15 121 187.3 185.5 1.8 20.2 73 10.0 4:31 15 136 187.2 1.9 22.1 7.6 9.8 4:46 15 151 190.4 3.2 253 12.8 10.0 5:09 20 171 188.0 185.5 2.5 27.8 75 98 5:29 20 191 190.6 2.6 30.4 7.8 . 95 5:49 20 211 192.9 2.3 32.7 63 93 6:11 20 231 187.0 185.6 1.4 34.1 43 83 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 7:12 20 291 85 r 186.5 185.5 1.0 39.2 3.0 7:32 20 311 81 188.S 2.0 41.2 6.0 . 80 Remark: 340 liters of water used for prewetting Due to medium to w.de crack the intake rate is high. Also the land was plouged and soil plougmg for preparation to sow. Moisture penteration to 50cm 6 WWDSE In Association with ICT Pa<« 11 Final FeaubUity S tuC Report VFederal 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 to to I to to to to II to to to 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 Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydrualllc Conductivity WELMEL,YADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No.BGP 35 | Date? 1/07/09^ [Author:Aberham & kalkidan FAO Sol! Unit./ Mollie Vertisols (Calric, Hyposodic) Stony phase Coordinates, Long (N): 0782041, Lat (E): 0665415 Mapping unit: VB1moVRca-wnA Surface feature:- Gently surface fatures Predominantly cultivated land Fine to medium surface & subsurface crack UTM Reading N: 0782040 E: 0665416 Water source: Weh fb Pre wetting: with out prewetting Average Rate (m/day) 0.07 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’(t’) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h‘(f) cm h(ti)+r/2 cm 4:43:60 20 70 72 3:35:00 20 70 72 3:38:00 20 70 72 38 21 69 71 36:05 21 69 71 20 21 69 71 44:10 22 68 70 37:48 22 68 70 39:10 22 68 70 45:20 23 67 69 41:30 23 67 69 40:02 23 67 69 48:16 24 66 68 48:20 24 66 68 44:06 24 66 68 50:20 25 65 67 53:90 25 65 67 47:10 25 65 67 51:29 26 64 66 4:02:21 26 64 66 59:31 26 64 66 5:07:10 27 63 65 13:10 27 63 65 3:06:35 27 63 65 19:20 28 62 64 20:20 28 62 64 15:10 28 62 64 30:40 29 61 63 40:35 29 61 63 32:05 29 61 63 1 Conductivity 0.09.m/day Conductivity 0.06 m/day Conductivity 0.07 m/day Average Rate (m/day) 0.07 m/day x- = r <z) - r /» - Vz -v 2 Remark: Dense shrub and open wood land WWDSE In Association with ICT Page 34 final Feasibility Study Report II llFederal Democratic Republic of Ethiopia- Ministry of Water Resources Feasibility Study and Detail Design of Bale Gadula Irrigation Project Annex 4.3(b c): Data 8ase for Infilteration rate measurement and Hydruallic Conductivity WELMELjYADQT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No.BGP 48 FAO Soil Unit Calcic Vertisols, (Hposodic, Pellic) |Datel4/D7/09 [Author: Aberham & kalkidan Mapping unit: VB2ccVRwn-poB Coordinates:Long (N): 0782021 ,Lat (E): 0673412 —[ ---------[ Surface feature: Flat to gently sloping and intensively culitvated land Medium to wide surface crack. UTM Reading N:0782021 E: 0673412 Water source: Weyib 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’(t’) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h’(t') cm h’(f) 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 4400 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 Conductivity 0.03 m/day Average Rate (m/day) 0.04 m/day K = l.lSra------------------------------------------------------------------ ---------------------------------- x 36 4 . . logOO;) 1 / r 2) I r/^ __ / dci^. r /7T. /1 Final Feasibility Study Report WWDSE In Association with ICT Page 3SFederal 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.BGP 53 FAO Soil Unit Ca/c/c Vertisols (Hyposodic, Chromic) |Datel6/07/09 |Author:Aberham & kalkidar? Mapping unit: VB1ccVRwn-crA oordinates: Long (N): 0781065 ,Lat (E): 067651 Surface feature:- Gently sloping and intensively cultivated land Medium to wide surface crack. 1 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 k k k k k Ti (sec) h'(t’) cm h’(t') cm h(ti)+r/2 cm Ti (sec) h’(C) cm h’(t') cm h(ti)+r/2 cm Ti (sec) h'(f) 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 | i 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 1 1 1 1 rr Conductivity 0.06 m/day Conductivity 0.06 m/day Conductivity__ 0.05_ m/day | Average Rate (m/day) 0.06 m/day lo AT = 1. iSrx----------------- x s<s+ v „^ - Vz WWDSE In Association with ICT Page 36 Final Feasibility Study Report k k k k k k k kFederal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4 3(b c): Data Base for Infilteration rale 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 68 |Datel6/07/09 |Author:Aberham & kalkidan FAO Soil UnitSod/’-Ca/c/c Vertisolsols (Humic, Pellic)Mapping unit: VB1so-ccVRhu-peA_____________________________ Coordinates :Long (N): 0789742 , Lot (E): 0650510 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 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'(t’) cm h’(f) cm h(ti)+r/2 cm Ti (sec) h'(f) cm h’(f) cm h(ti)+r/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 68 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 66 18:51 27 63 65 24:00 27 63 65 28:30 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 Con ductivity 0.06 m /dav Average Rate (m/day) 0.07 m/day a- . . -i- V, 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 & Kalkidar? FAO Soil Unit: Haplic Luvisols (Hypereutric, clayic) Mapping unit: VB2haLVhc-crB Coordinateslong (N): 0783007 ,Lat (E): 0668385 1 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: Wcyib Pre wetting: with out prewetting Average Rate (m/day) O.llm/day Rep.no.1 Radius(cm) 4cm Rep.no.2 Radius(cm) 4cm Rep.no.3 Radius(cm) 4cm Dcpthfcm 90cm Depth(cm) 90cm Depth(cm) 90cm Ti (sec) h'(t') cm h’(t') 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‘(f) 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 — 1.1 Sr x------------------------------------------- —------------------------------------------------- -H V ) - 2 +V Z /i WWDSE In Association with ICT Final Feasibility Study Report Page 38Federal Democratic Republic of Ethiopia- Ministry of Water Resources Annex 4.3(b c): Data Base for Infilteration rate measurement and Hydruallic Conductrvrty 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 |Author: Aberhame & Kalkidan FAO Soil UnitCa/c/c Vertisols (Pellic) Mapping unit: VBIccVRpeA Coordinates: Long (N): 0761948, Lat (E): 0658577 Surface feature:- Gently surface fature Common surface coares fragment on the top of the surface observed. UTM Reading N: 0781948 E: 0658577 Water source: Weyib river Pre wetting: with out prewetting Average Rate (m/day) 0.09m/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’(f) cm h(ti)+r/2 cm Ti (sec) h’(f) cm h’(t’) cm h(ti)+r/2 cm 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------------------------- ------------------------ ---------------- -- --------------------------------£2 36 7n — /d <*y WWDSE in Association with ICT Page 39 Final Feasibility Study Report itTil rifM TAT'_L = ;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 Infilteratlon rate measurement and Hydruallic Conductivity WELMEL.YADOT AND BALE-GADULA IRRIGATION PROJECT HYDRAULIC CONDUCTIVITY TEST MEASUREMENT FORM Profile No. PGP 05____________________________ FAO Soil Unit: Sodi-Calcic Vertisols, (Humic,Pellic) [Date 01/07/09 [Author: Mapping uni VB2so-ccVRhu-peB Coordinates: Long (N): 0786702 , Lat (E): 0653113 UTM Reading 1 Surface feature:- Flat to gently surface fature Predemently culatvated land Fine to medium surfae cracks. N: 0786702 E: 0653113 Water source: Weyib Pre wetting: with out prewetting 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(crr 90cm Depth(cm) 90cm Ti (sec) h'(t') cm h’(t’) cm h(ti)+r/2 cm Ti (sec) h’(t') 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 AT = 1. 1 S — to & (hcx 364 1 Zrt /i ’ WWDSE In Association with ICT Page 40 Final Feasibility Study Report
🔊 Read Aloud
⏹ Stop
Summery
<
×
Summery