FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES Arjo Dedessa Irrigation Project Feasibility Study Report VOLUME - I SURVEY AND INVESTIGATION VOLUME - I (b) Geological & Geotechnical Investigation Part II - Appendices May. 2007 Addis Ababa f WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH Lxc INTERCONTINENTAL CONSULTANTS AND TECHNOCRATS INDIA PVT LTD P.O Box 2561 Addis Ababa Ethiopia lei.<251 >1 6I45UI IX9<i Fax (1251 )l 6l537IE-niail u u d tcaidccom net elA R JO-DEDRSSA IHRIGA nON_£FOJg£I FEASIBrIJTY STUDY REPORT CONTENTS OF THH.ftEPpftT SEftlAL NO. 1 2 J VOLUME NO. PARTICULARS EXECU TFVE SUMMARY MAIN REPORT Pa.-l I - Report Part II - Mapa A Drawings ANNEXURES VOLUME t I SURVEY AND INSTIGATION (ANNEXURES - 1 to 3) jq Votive -1 (■) 5 Volume - f (b.l 6 VOLUME - II VOLUME -III 7 Wie- JH(aJ a Votume ■ ih (b) 9 ID Volume-III (c) 11 12 Volume - III (dj 13 VOLUME IV 14 Volume-IV W 15 VcAjme - IV (bf 1$ Volume - IV (g) VOLUME -V 17 Volume(a) 1$ Volume - w (b) Topographic Survey, Gaomp^phctog cal Studies & Geological & Geotechnical InMMflgitipn Pan I - Report Part II - ApperKlices NATURAL RESOURCES (AINNEXURES - 4 to Forestry. Energy & Calch^enr D^velppmein! Plan WATER RESOURCES JANNEXURES - 7 to 11) Meteorological 5 Hydrological £ Hydrogeological Studies □am & Appurtenant Worts Part I - Report Part II - Drawings Irrigation A Drainage Part I - Report Part II - Drawings Hydraulic Structures Part I - Report Part II - Drawings AGRtCUTLRUE (ANNEXURES - 12 |0 1 &) Sal Survey 4 Land Evaluation Agnculural Planning Live-slG-zK. Fisheneg, Agricultural Agricultural Marketing Mechanization & «* ■ econo c - enumram Heaims So.-..o.econom1= Asdk.,Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H List of Appendices Bore Hole Logs Photographs of Core Field Permeability Tests Variable Head Test Test Pit Log Laboratory Test Results Geophysical Investigation Piezometer Installation DetailTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO OEDESSA IRRIGATION PROJECT feasibility STUDY Geological and Geotechnical Investigation Pari II - Appendices Appendix A: Borehole logs May 10IP VATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOC MTItM WITH ■ - 1 ' ■ i. . ■ .LlTAhJ?.’sijri ■' O Box 2 SO J. Add i} A fMl tl >i mpia tcICSI i| 6I45U I CJ JS^J Fax fllMil 6lSj71li-rnail u M (J s.e d lclrcoin nel «BOREHOLE RECORD wfiiFj-r Ario Dedrs-iJ* Irrigation FeavibibtySluth konnton eooimtNATEa 13*304 Sin_ ciJTirr Mi™try_cf Water Rewurcrt_________________ ___ =-------------------------------------- 14— - =------------ — — . lixiation Ajii> Dedes-ni (Darn touxo tw< Rwwy rg£> _G^1™n OUPmD *«TM LEVT1 ltvti 1 3SBtn _BM ELEVA TW- BH. ADI 1/2 IMTt »TAf*TCd PATE CMFL™ OVOHM _ iiKMJWTMW- ■JFJE MTATlUa PrafiJc' STRATA DESCRIPTION Dr nit, biOWalilh to fTey, lilt? &aody GRAVEL | de co m poaed tfiehy baialEj Strong, gtey, niodeiately weathered, fractured, vcaieular tnehy BASALT |BOULDER| Wil.fa Will.Er LnflDi ra£H along, fracture i And vcaicLca Vary d«n*r. yeUowbih brown to grey with tacitly reddlah, lilijr undy GRAVEL derived from dre ppipovition of liacby bmlt ?■; a Strong. grey, moderatrliy wrathered. highly fractured, WicuJar trachy BASALT with whit* InfrLLingf. along vctlcelra ■ nd fracturr lurfacra Very de me. yrl|QWi.h brown to t'*T lilty llndy GRAVEL with ■catteind atrofig tore IdecompoBtd trashy BASALT] '-ft Bi tt/taLHi.krlKMECf {Vjt BOREHOLE RECORD ktaiL^.Fe*tibtl,rxi^u,S>»W,MM.r chXWXMatu :, L’ CilK^T Ministry of WiiHf WtlPMJC** _ ixkatxm Ar^Drde»M£P»m *XM2_ _ _ __ :------------------------------------ ■ — MDinro **T'“ lxvcl Wd ___ _______ «““TI™ • 1HEE7 2/2 patk rrutw CulTE cowfleteo _ | HC UH ATJ DJI ____ *(BM---------------------- aHJEHTATICH* -------------- -------------------------- ------------------- _ LV4B0" PATTEU r-tiKHTi ElkvlllE^ !iJ & kiiuim r_n - jUt.. "+Zr\_ STRATA DESCRIPTION D&rli pty vitb creeniah tpaii, highly Efl madejitely wfiEhrfrd, ■bitterrd, wv*k, TRACHYTE wii tELapriihi amd hi Hah afifllliEig, E Very dens-e reddish bsu-wn to r £tdj tllty kfcfidy GRAVEL with bEtooe nm j J2. Wen.-3-3. i-Om| >1.3fr 5*t -M 3 h5r -go « " u? S-JB 1^ P - F >. -C jt- oM ■J S»s V J* V ° M *• 3 JI A S A, XI - >>> §o □ g CIO-II'. i8®8BOREHOLE RECORD *MM«TdEl£££ftHll CLIEkT Mlftiilry of Waner Reriwjtxa ■LocATioir AQO-SJedfrs tJ (Dam jjbeI bdhjjto ttiH; Hilary Caring __ 6ftfEfrTAST!CO “*.■«'**_____ DATE CDH-PLETEiy WBDwL* (0°“**™ _ ___ : —JjMMML— c-roupD water LEVUi bh ujevaticisI ■ BHIKI LJj-Tna lnclematpoh Y-BdUtadl orixjttaTW>m ______ ____ AD 2 2/2 Very den.se bra wntaih tv dark r Et rey milk yellowish ipalsP friable, lilly Bendy GRAVEL |i cildu>i|i with rtTang corav-i , fgr< lt*M nblrd frDTB 3-l.DO-m 34.<Om due to weBtheri-nE viflBiUaiLfl otf ibe unit Sirene, dirk grey wltli Etoetiivh ipti, xlljhiLy wealtaered to Fnivh, wligbtJy Fracturcdl, medium grained, Erachy BASAL |tHjbldef|i Very dea&e, b/ewaiita ie daek Erey. Billy aendy GRAVEL IfreaLduiJ boLI.I with lomt corea |Bii :« nR'M">.*'LT’ • *XV* H»<- fr-JMnrh Mama i*,i - Ikiuirtr. w/tirfa *> •«• Sr Bl XL'*|.I MMKB ■> Hbi-*bb KlkhFlia 'll®!. A" «l iL..r.b»r IB JM r l i ^.i.Fi 1 .a “■i .■L"B! F'lM^a 7+T.lj. itf. El- k£i*. L-b".L W I Wl WK o* mu iHcitt i. Tidrilrfl UiUTUh „ *FT |'ir,n. .'iM'ui.i Tr*rrprortCfJyai&BlfiHa “^4 2369m bh AD3 locatIOjM Ario DedrbMi |D<m axis) GRdtlND WATER LEVEV i Wbl_ £H BLEVATlCft ------ V4 CATt STRUTTED SO^M-rM- date cqmhetke) .it/svos ejtCLIW ATioir__ m£ EJUL-Vusud OSUEITTATIOK -------------------------------- — H4SW FATTERJ" tajtfra i jL’ulaw-d ft* I-& iTIaHUIET HJ" Profile K--r_’<?t AVr u :<?■<> STRATA DESCRIPTION 1 w> J 5ft * 50 Laoie, reddish bfpwn to £?* clayey SELT (alluvliJ deposit with TOCt* *t the top /wo 3rJ?J0U ATfl f u , V V Vh ' ^“v 1 fl 00 r —v ■a do . - Weak to wbdtflUty 6lfun£ d greyB highly to moder* teljr weathered, heavily fiatured I braeciMvdf trashy basalt, < disintegrates io to fraveli wi strong cores, fracture >urfk€i ■ dd e*vltit* <14 ruled by plal yellowish and brownish pre g [pital vs ■i i i i< T MW HI ". iii 3*1 ■* ' ,*J * BlTOftg, dark to ti-Kht, vLigbtly weathered to fresh, moderate TracCured and partly healed b secondary mineral* and/or prcrpitatei- of whitish, yellow and brownish in color, traehy BASALT with aphanlt-ie and vesicular tcKture, E ndi:« Ewif Otek __ Fii-UH^ I'.r-j, hiirhi Tidriw W*n* -. iITO -.■B-.-’fe, ■-> !*« - i-= Ir'rnborehole record ™w«ctAdeDrdtisa rrnation EaJitaf. ■■ _ BH AD3 cllemt Minbymg LpcATLOW-Aao-lJriessa m^dlj rces . _ u-uKibO TifTt Homry Coring________ _____ 2/4 date ST ANTED ___ GROUND WATER LEVEL __E *0»n ___ BH ELEVATION______ -133’* _ IM LLH AT ION___________ V?FEL^_±irV»i----------------- DATE COHFUCTxn_wiiM/os OfUENTAtlQN J i£i t.---------------------------------------------- — J JI i! LUGSON FATTIWI ufcc-a hl r IO m«nuit» r- ‘ ■"kail ■Jia! 11? J.* I& ■V ITU F3 J *■ 1Mi i >• +L *X H 11 .-y . b+ J Mi 1 ?"l * t* b =H 1 lY 1 *M = a i*- J--J.I i»n , Mf 1 244 1 11** i n j . ±J »|4 J|T| , lki Ir 2_m . *»■ ■ qu + id .n ■-h 1« i■■ ■* MJJl .. 1» 11 'Wi j J/j ■fl I -i i J XJ >. ilf1 1% ? 44 I ME Jw i ■»¥' JU'1 3 5*“ '• W*. 1 3-5“ Lii ? ii , -0 ■R1 Strong- pLriklihi to grey,. iJi-jC weathered t€ freih, heavily fracCUTfldu fine to medium grained, TRACHYTE, pertly disij^tcg^ates into grave]; •*■! Itries of fractures are interco □ □ erted and c<m*Fi-H by secondary mineral* with yellowish, whitith and brownish colour -J*.* fe3| 1 1 p| i ■ 33 ■ 3M 3 >b ’*1 ? J' 7 >1 < ’■ » Ji ■M -■ .L>? 1 iJ 1 ■ JLT Moderately strong, dark to Jj grey, with greenish and brov ■ pots,, medtrataly weathered slightly fractured and healed porphyritic TR.ACHVTF wfelh Whitish) greenish and hrown: phnnfrerysts and fillings, son series of Fractures are interconnected aatd cemcnte by secondary mint rata. fah h ■1 a 4 ** _ *r 1 i|. L ■* Hl iis 1U h Ml ua ±O_ J 14 ■tl fl V - Wk 3 m T#UnBOREHOLE RECORD^ — — bk AD3 —_—_____ _ LOfATtDK AQR Dcdr«ajD-!!! bjU_»1---------- _ GRQUTTO WATtR IrEVtk S?*™ k,«:hC ™ 2£2.n£ _ ------ _________ BHECJVATI&W----------- ------- LKM------------ &ATT STAJtTtP______!•/!*/“ —--------- ------- PK^EJMTIOM ________ WEHTATTOW V-jwictJ— >4 ' TT T ^_3/4_ STRATA DESCRIPTION ftdoderately Btfon-Et tD 34* ■7 DO grty, with greeniah and br#«’i ■ pot», moderately Hreatbrted, ■lightly fractiared ajad healed,, porphyrite TRACJIYTK with whitish i g/eeniih *nd brown.ii phenocry*41 *nd Alllnga; avm MfJc* of fractures are lelLeccod nr ft ed and ^cmente by secondary miner*!* Weak to moderately strong, grey, highly to inoderatJy weathered, slightly fracture porphyritic TRACHYTE witl wbLtLsh irtd green L*h phenocrysts, the uaU H ttr ■lightly weathered to freah Intervals. 68.OOm-7S.Otlm and 75.OOm-7B.2Om crtsrt Hlnuf^u'nr-s lir‘ k-Xrali^Mi- KXEk AAHR-L •L”^ fcUI?iUe ■■> A «. ;■■•■■;-?*’ BLraHftH - ' ■«’ ' «Mrt , H-1 TJU<«liE 1‘ ■"■■■ ■u>-.iuir .| B-Mfrlg EjkIf L-j« n. BLBr ftta _F>-i-8rthji_3jl!JM ■u.ui.ir Fui^Kf. a i A! A A r - 3 & -i LA 171 i*T« -■ LA” L-" L-Aj-ijAC CKE Sim HIXaEEi ft> .im F - I’ll » fcfl ■ r’BITi tcBi "i’=-ri ■i -■ "■ -1»—uMrAri&-te>fM<.Jrriintlpn FCMflHtifY SlutfV wninoLt c*rattM injjtaMBJ ,,„ryT aimittry cJ Wi W Weartafg* K»rn« iEteMunBMSUrili - 4<OHiHGTrr» RntaJi coring DATE HASTED. _ I'JJ-Mi'M______________ DATE COl*M-ETED_ ,JVi'M'x£L ■------------------ WATtR LEVI I. !_“*■ RH *M ELE’SMTIO®— LJ2J* 4/4 -OKEPTfATIW___ Mjf L Ptofite STRATA DESCRIPTION STfOHfc, pIraki-Bit E4 grcy iH£b r wcBibered tc- fr«ih,iiLLg;btip fra^lujciJ tnd ritrnflriicd poTgkyrtLkt TRACHYTE with wbitiih rlongited phenorynti ISiEa ugulir gn htLween A^OOm-8-4 Mm Lnd drlJJiiig F fj-ir Lh*fu?-j FiaHhAMriB * ihhaha. h*rg| ■w.'ir ’Scwctww Trtrriborehole record eLKNT MmiaEgy or Waltf togurM^ _________________________________ .________ =- LOCATED ftno rjedes^j [DfriB ^xisf _ ________________________________ JGftoirMO water lBVEI JJfe— ■HSRIImTtK KoloT^p.nng BH AD4 HI DATE started .jul-p+zm _ date CQMfXTeD'_pp.uiarMi _ »K KLEVATIQK IKCLIHATrON- □3UEN TaTFGH Itr-Filr STRATA DESCRIPTION Pinkish £r<y. moderately weathered, hifMy ftactUEcd, medium air-ong veaLcular TRACHYTE, TeilCl/** slU Pilled by while and green i«eai±dary mineral! i: a:* □ 2.7D T T ft r Greenish grey, highly weathered and friable weak TRACHYTE) Light grey to pinkish., moderately to hdghtly weathered. highly fractured weak to riHivpi eCrprag porphrbtLc TRACHYTE |frAcEure■ filled by white scosdary mine rail] ii it I. ■I *■' H? DaeIe to pin-klah grey slightly to moderately weaih«red| highly Te-i-cCured,, weak Trachyte with etongaird radial phenDcrysli of whitish na-cnorali, easily dteinE igrates into gravel irractures are QILrd with whitish secondary minerals 102BOREHOLE RECORD rtCLjiETdQa Qulrti.1 ,:.ri i^rion F>h?i nfli wunoit cowumtatb* ®1 client Ministry t»f Wtitrf Wes&urues _ (.{KATIOH _ AljUxDEdCaS** lUUJD A.'i sCwusn type R«E.an’ Loring_________ DATE IT ART ED ____________ DATE CCMFLETtfr i, N-942643 bh A 05 GRDL-NO WATER UYll *■ ■H MJVATlOir_ SJ35«_ _IMCLQIATKM „.OilEEirTATIQS* YulMil LLHjEjwM FATTEHR rjfSMr- CE^Mlalnrt *M .u e Eunni rws n STRATA DESCRIPTION Fem i TT t Very dem, lighi red to brownish, allty gravely SAND |d«riv«d free .highly weathered Trachyte^ Very denae, rcddii.li grey, sandy gravel with strung core itooei derived from highly weathered TRACHYTE Light gc-Ey1 . i3LC>dc-rB.E^]y wcilhf^d, highly fractured (dial align ted into gravel at J.40m-4.4Om and 5.20m- A.OOmip medLum atroag. TRACHYTE Light grey ta naodelately weathered, highly fractured weak to ■trongj vehicular TRACHYTE fragmented Into gravtla, vealclea rillsd by white *nd yeLlciwj.h mineral*BOREHOLE RECORD 1 rnojELl.^jn DrJWia lniffllljM Ff HiMIIY SWflf P°“HOtr eMRUrt*TE4 ■ E3^321 CWZMT Mwialfy fewureg, ; bh AD5 ■■ LiXATWF Aju-ZJrdeasa. lJhhi AEill aciKina TYPE aol-iry Cnnrg___ . _ _ QATE JTaATEO_ JJi'MjM---------------- PATE COM FITTED - - GRDlirrfr water le™.------ ftt FUCVATIOP* OTCLWAnDJ<_ _ QEIIMTATlQir LUGKO." jattuu* hjjsxn «-:iil*Trd PrtdJe . 2/2 STRATA DESCRJFnDPf fiem-wk ] j ] J rjT jSpj T »OH T ■■ &a IT' 2-1 Jl J8D Light to vbmih frey *n>d yeltawiib di»clOr*i;ioQ, blghJy nr»>Ehtrtd iftd highly fractured fdi*lntigT4t*d into wndy £r*vrl| Tery weak veiLcuIar TRACHrTtyRhyoljto with glaivy rricture type *«d veiicUfl fLllc-d by whste asd ytlJoiori-Fb cL»y idfatrllJi |beoe>m«a ploldah at 29.-60ni-3i.70m and 39 60ml I 77 ■= il 4 J 1BOREHOLE RECORD Mr>.irrTA[iP-nEdrfii PrnaaUjjff CHwrr Mliiigy ft? Wimj Rewurgrt______________ _ _ lORIHQtf <:OOH!U»ATW i E243&Q2 N 942*13 UKairKM 4rifl DedE*M |Dynjw^ll feftjuj'G im. RaHry Qftflng OATHTAFTW tMM-gJ__________ JUTt rr.JMIFLX5.ILD smkw ***** u™. HB aji ruvAfiUM _ _ — ____ WCUMTW. _ JdtkM ..olul ■X s 3 ac I> p" 0 XJ 0 0 !■» p Si p Very denae. v*ncg«led colours □ f |dark brown to yellowish red. reddish brown to <»ey| ■dty gravelly SAJtD derived rrom highly to completely weathered Trachyte with McmoFifcJ core scone-a at IO.TO«i.ll.SOm| -1 c * 25?^ □. |ij£i I’SS- T«- Vary dme. wtiltiih yello t* grey with whit* miuetaU tpote. clayey SELT, derived Tro tn decomposed Trachyte D*Jk grey. highly weathered highly rraCEuicd TRACHYTE ■i Z. Jtl l» Very deme, light grey to yellowish white clayey laady SELT, derived from completely weathered Trachyte 41BOREHOLE RECORD cu.m rfWnUr Pt*amnrt - 74 lWATialr_^ DCSleU*lUMii 4MU---------------------------- -GMXWTAT** W"l_ JU-------------------- ■MMSTW Rrt^aJSEtal - - ■■1“**™”---------- LW*" »£■ ' BH_ AD6 2/2 DATE STAJITt4> date coariiTip ____well MA TW> JI _ a^ICB—_!+rtic»J _ oniEirfflTio" - LUG1OM PATTCAM ■ 4K'>J* «d M r in ■ai*ulll rm STRATA DESCRIPTION Very deme, dark bTP»n with whilLah apota, iilty «*ndy GRAVEL derived from highly ■Atbered. Trachyte I Dfiborehole record JmsflurKn F,MJbiU*Y3nidT E34j&*7 NM1729 bh_AD7 CUEHT M^QHLry of W«CF fkjMUKM LOCATION KdCSHI i&^RAKUJ— ■niuroimi SgjgyftorfriE________ _____ DATE RTAHTID DATE COMPLETED DV.W.£tt ^-naouirp watib 1*vbx_19- LQl> ■ M I£Ftf*T3DIT________ — _ JNCLDTATWa* ______ ____ — OFJt*TAT1OF ■ 1/2 STRATA DESCRIPTION Me4lu.cn. daur ta dto»+P re-ddkab brawn (c? £r*P with ye-Howlth ■P^Lb, ■ilt.y fTATeJy SAWti ijda-tartijjaa-td tr-achy b■«-«□(] Dinii, browgjth to ere-y u?ath jr-«ILowLib ijfltiu aUty iindy GRAVEL wdib frv Rtran[ com, friRCtUfa BLLcracB of r-Q-rh IriflBteiLB «_rr ±ba.Ctd with taltLFb pre-cdplut* IBM I i**rh- , ITS ■ -□ JO - I CO -2 rt * ¥ V ¥ ¥ ¥ VV V ¥ ¥ M ¥ ¥ Vfry ttffrftg, dart. flifblLy vKatfaercd i* frith. High Ely FructHred aphanitic BASaLT with yvltowtah, KreenL*h ■nd k>rD.vnjflh toitlnf -<« ¥ 3UH LO?borehole record rw^AU<^d i. tl »r. • COO«^T» w — ------------------ -- . m ^.10,----------------------------------- •OfcwW JSI-0-CMj------------------------------------ "“'"L 2/2 DATCtf^ri* J>* -S .“*_.-------------------------------------------—------------- J !e , DK1J"* autre cflMHJrrgE-SZaKa. — orupttah^ ■t» r. Lc-.1,-. ■-BijvtM _f Jiat-rib Hr»__ _ L^EXiii J.jirh* «rj> ■-win* *“?*» >1, Win** ^*>K|-irw -rkiy 1DB, 4[l. nwirr :; BOREHOLE RECORD "■ .-■ ■■ ■. ..r. i 1 5 r u £ y aoM»ot* CUMT Mimi-tiy-arWiMT Birtvurtti _ ™ £-3+4360 If• 943-B 50 BH. 1 LOCttHON Ana 4^»ddJr Bimj _ ckhitow^tm hung ttx. Jtci>ry Ccnng____________________________________ _____________mulctaUO* DATE KTAITEB 13/lM^'W' __ _______ JMCUJEATM* 1/1 EATE COM FIFTH- JEJWM joMMTATWi L £ N Hl M II ll ’i Ji i ■ RrnnkF ■» B_.- kn Mb .i« 2W J l» <W ■. x 6W ? W ow * «? 14 i*i II II •* LL ■•J L ■< Soft dark cxpunlTC and pl«»Uc ilJty CLAT Very dLappa, radddab brcorn Ea pluklah red, ailiy pavet-IJy SARP rdtrfcad from fifthly VBAth-rcvd and dccompaaad Tricky BASALT] Vtjy dctiAe, TcddLah. grey with y«ilvwl«-h mudy GRAVEL |d<dv«d from highly Weathered hauJl|* JTW . 1 i'l :s .«i 15 0- 18- ■ --. ULI bb .-j :m ■> t ! 3 -i r.| jj 1* 12 :-i ,f5< !*■ ■ 1J i Ji-, -1 - .1 JJu _ El , e-T? Ijffq ULi MH j-T-. ■V IM lL 111. —iiaj il 4 -JAEjJ a i ‘i j—, ■X i. i IL 23 . , 7« "< M.-l 30 &l j ,■! r< n . 3 3, -ft uu _LU Dark Ip- dark <r#y,a1ljbtely wc-acheecd t* far ah, bbjhly tncEurcd | fracture plLaAca •bth jrtUqvMh cL-ay mlnlraJa ^ttfeiNxilg AqlS niLim^nj! v||4cilidir basalt nil-rd wii h tnbucrala JwhllI la COldiafj -•• *Jh !=•- - y. B i— 1-xj LXl kZ2 - -4 >- JEJ M 1 n ■i'i'iiihi* nn ■ lii CW«-Lnir bOKags BOREHOLE RECORD F« Hfri]'er 31 di •«»»<*■ «w>™™ ciceiT Mifiaitry of Waler Rgjourcei virion M>DdwM |S<ddk dam} »oiukg T¥l>C.Jl°*yT Coring_____________________________ __________ DATt ftTAETED Jk/Ol-rOfl____________ ____________ date rrtnlim WWR U {JROUJTO WATER LEVEL ■H elEVaTHXN------------- _ __ EMCL-i*AT3Dir 0 RiLMT ATK? ■ w ?so 3-M2MKJ BH ADS-2 VI PccJilr STRATA DESCRIPTION Soft, dark. rxpBfiJlwe flUty CLAY K’iSi h Mt •=*. •. s MX h%. ■. ■*-*W» x» nXx ■. “ i hhltt*- h hthfl ■ *, t+h h 1 n. wi.h.'x# x Very dfla*=, reddlah brown Co p Lnki ib rHty gravelly SAND derived from bk£h.ly Weather* d Traciiy BASALT Very denae, reddirh grey with yellawkah flpot, flifldy (TRAVEL | de ri ved from highly weathered BA SALT | Dark grey,; mode rate I y weethered, hlgiiiy by fraeruicd, weak TRACHY HAS ALT Very denee, yeUowLih browa EO dark grip eandy gravel |bigbly weathered BASALT] Dirk ^rej1.highly fractured 1djekn.tigrel.ea koto f.ravrl| ■IkghteJy wtatbered to Frevb week BASALT ■r feFunrih W Tnri.-- a ■ M ____________ 109BOREHOLE RECORD ... ................................. .. EfiMiSlUty Stydx ELirirr MimU^ alWnter ECMuro=i cmwmh*™ ■■—«*«“ ADSP larwirtyAfl* Dedess* [SjjJly WtyJ hokjNG ™»< REW? Conga___________________________ .GKOVWD WATT* LtVtL _BN H-TVAT10N_____ )***■ 1 p-ATW ST.AB.TED MjJWJP*__________ nrcunATiOjl _ □ATI corir-LtTEE J .□■UXITTA-flCKii ... IVf ilr STRATA DESCRIPTION FLfeh hiownlib red, tUiy CLAY p with gr*** root* «t Cb« Cop 4 4. 4. 4 ■>J I. K- V ■4 "i 4V 4.; 4> VVeerryy ddfeinniieePP rreedddduubb bbrroowwnn,- ttoo ggrreeyy wwiitthh yyeeULloowwnnhh iippoottii,. ffrriiaabbllee,,,afoltnnddyy GGRRAAVVEELL wwiitthh HicCaislCtotoreroddgEe«s'oHtoltttltltlyllybba«aaa«ttEEl-l-cc ccoorree** ((DDEECCOOMMPPOOSSEEDD TTRRAACCKKYY BBAA SSAALLTT || tfi critidcraEpSy itrong, riddLtJi. Keown to plukJib £i«y, highly wiithe-rid *nd rira.ctw.rHd:, porpbNtic tractay BASALT with 444»*ilo n&i vctleular Ctjrfure, Riclur* mil*tn* are c /vUowlib pr«tJplt*tEi "Gauzi 1 -rlrnBOREHOLE RECORD Arm-DedOiia IrrijcBUMi Feasibility Study MMa104J cooxrffATM :_ ™ —Ministry erWatcr Rweuras c.liea T _ —— L.^TtoM AqirlXteiaa tQUWy *!Ce| mnuhc TTFtl pate st*hteo._^“:'“________________ — ***~^i^—1 ___ qrOUWP water lF-TI ’ -----------------•« r^A-n«--------------------- - PKUMrtM.. t BH VMfcET 1/1 aiw1*™ STRATA DESCRIPTION Very defi-te, yellowish brown Cq ftfey. frisbla, g.T*»ely SAND with silt [decomposed reek with fwidubu of preaereved roefc ■lntEur«»| Very den vs, brownish £Eey. friable., silty Mndy GRAVEL [decomposed r-Dchl Very deme, red, with yeUowi«h ipoti, silty SAND IresiduaJi Very dsnsv yellowish brpwn h to trey, i-andy GRAVEL idecoiB poied trichy -b* sa l t J BaurHLh AdMTw. r ^d[ik_________ -JMAnttni___________________ m . EiidrSBF H > Na. uirr *«MWh W/Tisdft iji$ £ M £ i _■> I >T. £ S £ s e i ■ ■■ * * *•mm -J •I -I Hmiri* Iwffiw ■«« *#«• ■ifcl.tf wmw4hM-'»< *•*> ,nx jLCM > H »> ■Ari -t • *4 »«0-Q uvtKMft» tow •* **♦*¥*« a. »cfr-«t..'V1 p // fir • »« i —--------------------------------------------------------------------- * 'I■ 1 r itiiri V-r j. F O MM MfeM rfL «JiJM OHH 4JM»I |3fel-1| 4L.-I1I39MMJ1 JUM n>■ •! u«l™A . I»wni.. ■ *>•■•"■ ta" 'Mfe“ 1 ■ «4t. a ■ »t**- 1a r Cnpvini BjMcidinHW i/pettHt **<taJ**, to■fiK«w .i£M synD^teHi n.iArt. Tr ata 'MAfM 'affi Mg* feta »m |M*r — W-Saf* — Btaawf |1| ""'JiT few M W Mo 4 ■ 1 ■■ ■- ______________________________________________________ _, 4 W-1‘ V *r af Z z c T y * ■ta !•• •!!' J i h-» y c »- ! M b 4’ f y y c *\ to- «?' / y w y « T to- CiiUT f y VY T to- «tr **e?a__________________________________________________________ j y y T a* 4l‘ Z ✓ _ w c T M3 J fa * Z-FrH. -V- * w+rz P«(Wi i »Vi1 Z z w T >- _____ J / y "ft c 1 > af y / •Z j w ! hta . ..!« ■ IMI’ wr at z y i c- ■ J Z z y to- w K- % ? ■ Mjslur* *■“ y . y y w c ■ to- :c 1 1 ----------- ” S~~‘ / 7 z y w G Ma Frfef&M ■jtr f ■Z y -tf G r b- *■ 7 y Z w i 5- 11 1M«Im w- y y w £ tow !■ i.'‘4aU« < y y y w T J* " W 11 *6 ! 1 ST Z“ nftcrt hr*'< IJ/5 tT»: -1‘ y y y c T ___ >- >!>&*«■ K* y y y *L c T •W £ y y y • 'i lie ii<T ?* ■■*.«. j w 1 to- HL Inn — -------------------------------- *r y y y — 1 fai f i r i i i r l i F 1 1111 i * 1THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Pari H - Appendices Appendix B: Core Box Photographs M«j 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IK ASSOCIATltM WITH iNTEHCMmEMUi CONSULT AMTS AN G IJCHNDEKATS IHUdl W. I J t P O Box 2561. Addis Ababa Eihi^ia 614501 63I«9DFik.(I25|)| 615371 E-mail « u d s.cftitlctum newAD 1v v ¥ > > n- - - I l I I I ! 1 k 1 I I i Illi I i. ii J k1I Left bank, Dam axisAD 2*1 cIIliu color blixM irprricnt sample* tak<ii k»i tabor ituo Ictfiii#I til hdlbk. All* 1 r *■ KvJ . cfinc ‘ M j. ,c> tiici. • «rr-CW.C c * » 4*s 7 i: * » I<r. *AD 4i' • iU JH 5fl r U ! A /A 4, Ityth fZlV-lWmKijjht bank, Dam axis Yellow color block* represent samples taken ibr laboratory testing Red coloi blocks represent core lossr' ! ' L ' I- L I B. AD 5Yellow coloi blocks represent simples taken tor laboratory testing Red color blocks represent cent lossL eni samples ukeu toi laboratory testing care lass1 - I ’ 1' 1 “ 1 ■ 1 ■ I AD 7I * 4/X 7. Ih'pfh 8.20-13. tWm Yellou color blocks represent samples taken for laboratory testing Red color blocks represent core loss 4/X 7, bcpfh l3.MM8.9Sm* * i i—. 1— v— * 1 1 k I 1 * k i i i i t i i Left bank, Dam axis Yellow color blocks icpresent samples taken for laboratory testing Red color blocks represent core lossAD sp3 PSP, Depth 7 00-10.20m Yellow color Nocks represent samples taken for laboratory test mu Red color blocks represent core loss A PSP. Depth itt.20-l3.S5mLeft bank, original spill way Yellow color blocks represent samples taken for laboratory testing Red color blocks represent pore lossAD siYelJou color blocks lepresent sample taken lor laboratory icsting Red color blocks reweseni core loss /I AV-I, /Jcpth 15Jf*-22.?amrij;ijijc bank, Saddle Da in axis 6w color blocks represent samples iaken for laboratory lesimg col tn bkicks represent sort lotsAD S2Saddle Main axis Yelkm color blocks represent samples taken ten laburaiorj testing Red color blocks lepie^enl core loss l/AS-2. Depth 9,3M3.Wm► kkuL4kkLkkI ■ ■ ■ i afAi ■f I*1 *l ■ i. 1 a 1 a I i 4 ■ 1 ; * • i • a Right bank, Saddle Dam axis Yellow color blocks represent simples taken for laboratory testing Red color blocks rcprcscni cure lossADQ1ADQ11■> 1 1 t Tt F - * Quarry site yf shell materia* * dlow color blocks represent sample* taken Tor laboratory testing Red color blocks mirt-seni rjwi- ln«.i 1 * *i f- r- r 1" 1 - ► - L - L i - k I4 ■i Quarn site uf shell material Yellow color blocks represent samples taken lor laboratory irstirtg Red color blocks represem core ImsTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES AHJO DEDESSA IRR1GATIO-N PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix C: Field Permeability Tests May 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE MKSfitUmiHMTH IlffiRmnMEimi CWSlilTANTS AND TECHNOCRATSINDIA ?VT L• L P O Box 2561, Addit ALxiba tlhic-fm Tel (251)1 ft M501 6JI Fix (125111 ft I5J71 E-rw I * w J * tfi4dcccirvi mi ciK 13 TilW Ul 1 Z-’W 1 .'w -* -e .w T- dC, 'i :—m 1 MAP "1FM T 'f x?T* T! ■*!» "l tCx ll’ft “t Hfl "lF5* 1 Z • .*W - 1f~’ r IM t s-e 11K line ft “T 31 5? 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OiQQO 5« 11 47 I" 1:20:00 83VARIABLE HEAD PERMEABILITY TEST Aga atdMia in-gartcr, ftwibiily study □iaroatoroi barah-ota (mrtfij 74 E * @c>r*hota Nu_ ADA_____________ Boraom dF UH [mbgl|■ _______________ 19____________ __ — Ground #alir Icvti |rnbgl|______________________ * Typ* oi tail___________ Faling ^*6__________ Citing hrtghl |magl}i 1.05________ , OiirT*»+t*r of eating (fnm| HQ iflChulkiH from MMticil 30 Tttt i*cbon <rn) 15 ia 19 Data : T7g&2006 Hm Dm» 4upi*d D*prn Id ^itv* Fl»ai £ J m MM Nut | t. r | | (W Dtp* In-? 0 40 CO 9 4100 w C OF 00 QB 18 ?5 g 41 go 94200 iM 9 01 DC' 105 ift 00 912 00 9 4300 IM 001 W 127 1? 78 9 43 00 9 44 00 2«J 00100 1750 l 9 44 CO 9 45 M M 0 01 DO 1.7 1735 Xft, p ____________i J-lit_________ , Lr. 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JO.CC 073 10 32 1049 00 10 99 00 040 Tract 943 9 $2VARIABLE HEAD PERMEABILITY TEST Protect Ago dedetsi Imqator 0i>meteT of borthol# |rr*m| ?4 6 Bor thole No ADS_______ DurreUr of c^tmg <nwn| WQ Bcttcm of ft* ___________ 23____________ kiclinetiort from vertical 30 Ground we ter leref I'mbgii_______________ > Type of Met FeWg he*J Ceiiftg height |m*gl| 1 _______ Tr»r week) a <m) 18 to 23 Def : 19*95.2006 ■ta-i kUUai 833 00 X 834 00 !«■ . T rr-« •‘ififJ ► iijl t, 8X00 K 835 00 436 00 8 3700 9M00 8 39 00 BMW 7 2"'L"C 638 00 839 00 84000 841 00 LW «■ 3W W' 420 4M |H<|^ 001 CO ojjj-PQ rJLQUE Q0100 001 00 00100 001 oo io water Mnrtt iff!I Dap*- l"P Mtee mu 2 2 55 3 15 3 40 30 001 OC 3 41 00 ■■ 8 42 oo 84JO0 8 42 00 M 84100 M"3 8 44 00 414 8 44Q0 X a 45 00 846 00 _. 8 47 00 8<500 84600 8 47 00 849 00 8 48 00 85’00 L 8 5100 9 53 00 3 5300 855 00 8 57 00 5 5900 901 OC 9 03 00 88500 a 57 DC 8 5900 90100 9 03 00 9 05 00 TB w Ml a» toec 1295 ■ HU! 1440 1MC 905 00 907 00 ItW 2040 cot 00 00100 001 oo 0.01 00 0:0100 001 oo 002 00 0 0200 002 00 002 00 0 02 00 0 0200 002 CO QQZH? 00200 0 02 00 3.6 4.03 . **5 w 62 5 53 567 6 18 6 45 68 703 ?S 1 8 43 885 922 9 55 22CC_ .____M«... 20 40 1997 19 55 19 17 1680 IB 47 1JJ.1 17 32 17 20 16 97 16 50 16 00 IS 67 1515 14 78 A(m >> 4 37E-O3 4 M> *22 00 MjtSJJ D<m-* 00744 IM « 5 l = 54EC z r.UEHM} 14 45 99 34 10 iOS IQ 49 10 77 ■3 80 13 51 13 23 KL«? 9C9CO ?i&: 002 00 ITOS i? a; E 1 [ ms. OKQO PCS PC QMM 00500 01000 Q10CO [ MM 4JA?—- 1? 15 126 11 " ■ ■■ 13 89 k _ "— 1* OtlftPO r 14 77 t 9 23 1!31:M 85VARIABLE HEAD PERMEABILITY TEST PfO|id. Borvtiole Nd EkHiom cd BH fmfegl) Ground water l*v*l (rrebgl) Typ* <jf l«E Owing Might <magl|i Ago dedem Imgaton fei»Wny sAudy ADG 26 Faling head ta OiMWlvr borwhoH (mm I _ 7< B Diameter of owing [mm] NO_ tncllruliCH-i Tfwn vertical 30 Test [ml 23 Io as Dace; 2tM&3DO6 EnlUM P M T« -T, |mc| jmMu r^pth rm (■'■■■d Jrril 4 36 CO 4 3 ? CM « DOl CO 1415 2« '5 K - 4 3? 00 4MM 1W DOI CO 2 2SfiO -Ji) 4 30 00 -nt 00 4 42 00 4 19 00 DOl 00 ?6S 4 J!? w 4 40 00 24 94 24 33 A *■—■-- . to. 1 ilr dM Ji 2 J2.f£ 4 41 M HO C01 CO 3.65 23 75 340 001 .CO 4 2S -1 »L«. 0)' tl J J la " ■* <2 Cfl 4 00 4 W "Ju 4 44 00 430 4W L 1fiUi’l'1l iVUi V M4 6 . DOI DO 5L___ 4 95 23 31 23 00 **t — 22 05 _ 4 44 00 4 45 00 SU DOI DO 53 22 30 ■ <4^00 4 4G 00 ttXi DOl CO r IS 22 00 A|.m | = 4 3?£-O3 4 4BOfl U7W Md 001 DO 59 21 70 4 4700 4 4-5 DO TH 001 DO 62 21 *D « « 43 -00 4 49 00 TH 001 CO E! 21 1D 4 4900 4 SI DO MG 002 DO 7 4 $1 M 4 53 00 IUD 002 DO 7 45 2012 4 5900 4 SS DO IMO O02:C0 7M 19 72 - <5500 4 S7 DO 'ZU 0 02 CO fl 2B 19 32 4 S7OD 4 59 00 ■MO 0 02 CO B 65 IS 95 Hi ■ 2615 Hj > 13.50 D I mi “ 0 DT-tG 1 1 m| ■ 3 tj ’ 4600 F(m}- 4,»OE*Oa K :.U5 QHxlJ 4 59 00 5- 01 DO iwfl □ 02 CO 9 05 16 55 5 0100 5 03 CO 1IN 0 02 CO 9 35 *6 25 ■ 503 00 SOS 00 iTiQ □ <32 00 97 VW 5 05 00 507.DO ifU □ 02 00 10 t? go 5 07 00 S 09 DO 5 09 00 5 14 DO i«w KM 0 02 '.0 0fl5-oa ■ 5 14 00 519 00 10 2 >7 40 10 B& 16 72 r| J--- ji P-------------------- r- L'” HM OMOD 11 5 IS ID 5 19 00 5 24 CO MM 00500 12 ia 15 S3 1 1 r--------------------- 5 24 00 53« W S4M D-1Q00 12 B 14 BO ; iW m mi -rtW WC 5 34 00 544 00 4-:e: (MOW -’I.5- 14 10 ■ 544 OO 554 W 4-aa: 0 10 W 14 1 13M _] I ----------—— £* 1:10:00 86 *VARIABLE HEAD PERMEABILITY TEST FVOJKt. No. Bottom dI OH (mbgl) Aiy tetfcfeftty sIwJk MW____________________ 29 ttarttftof <1 < berttwto (imi) _______________~4 Fj — Dumrtit* i>1 caairtf |mmF NQ------- GrouM watt* (n*bg|) fypvot toft IncIloJil'Qfl from cortical _____________ 30____ Twl tactttM* (fflfl_________ 2E i**Jd to 23 _ Date J1.l0MKMW Gating |magl) ea Tim* Trn* D«ptf!i Le- ■ MH l»¥*l ' lnC*l Fwul L-T.tiMF irnlfi 1 P*pih |ml 11 22OC- 11 23 M K □ of oo 3.1 It 23 M 1.1 24 W IM oai co 41 1 1 24 DC- 11 25 M IM QflT-00 4 63 k«jd |rfii 27 70 29.70 Is™ 2S S5 15 25 CD ii 26 00 340 q at DO S1 1125 00 11 27QO H> ooi oa 55 25 30 0 01:00 24 65 *’7(^-0 r_ * 2 JK£ iU. oF}] ft 1 27 DO 11 23 CO 3W 9 95 SI 7B CO 11 73 CO -K Dfli CO 2 4 40 111 29 00 11 MM 4M a<n co E! ?4 Dp__ 11 30 CO 11 31 CO u: □ 01 co 71 n_7Q__ n 31 CO 11 32 co «» 001 00 74 23 40 11 J2 O0 11 3100 0(11 oo 7 85 __ ».is 11 32 00 11 34 00 7K □OtOO 7 95 22 65 11 34 00 11 35 CO Qfli:00 9.3 22 60 11:35 00 11 36 0a **; OOl 00 9 35 22 45 11 36 M 11 36 CO WO 0 02 CO 665 22 I* ii 18 00 II 40 00 iG*c- 002 00 6-35 2i 91 114000 11 42 90 mw 00200 9 15 21 55 A Iffl’) » « J7E-Q3 Ht ■ J7 70 TESO Dimr * 0 07*6 L*3 l ?- SOO 11 42 DC 11 44 00 13 iQ 0 02 CO 94 21 40 " Fl 44 M Ii <6<0 14*: 002 00 9.6 21 20 ! 1 4<s M IF 4SM • STO 0:0200 9 94 2a 96 ' 1 40 DO 11 $0 M 1440 accao 10 02 20 78 Ii SOGO I! 52 DC- i*00 flD2<» 10 2 20 60 ii 52 00 11 64 DO 0 02 DC 10 35 20 45 11 &4Q0 11 M DO 2&<0 D 02 M 1(F5 20 30 11 56 00 izai do D OS M 10.9 20 00 i? Qt 00 1206 DO L'MQ DDB DO 11 2 I9 60 12 Of. CO ' 12 11 DO IK DOS CO 116 19 20 12” CO 12 16 CO JWfl DOS. 00 12 1680 12*600 12 26 CO 0 10:00 12 65 16 15 12-26 00 12 36 M MU a IC CO 13 3 1750 |HH I 1216 oa 12 46 00 W*3 a idoo 13 9 16 90 E ■“ "1:24:00 H i 67VARIABLE HEAD PERMEABILITY TEST AijO ciedew imgabon PrOytCt ^4^brit>3tLriy _ Qlamalir &< tK>f*hofc [mm? ^22 Id o«ho*» No. Ap7 Oum»t»r a P CAimg |mirt) PQ1 _ of OH 74 TMt *«cbon Imp 5 Grourw# wlWf 1«m*I Irntifllj Typa of l*i? Ciftrrig h*igh1 (magi) Fa-.rgMad 0 Io 7 4 Data : 3OW7OQfi TriVM IMHI flftH T, -TJiwg TUm ■ iTWfll D*p:h La wJMf |m > fl*p<h :ml HtKflWI 9 <5 00 9 4600 M 0.0100 006 734 9 46 GO 9.47 00 I# 00100 0 DE 7.34 9 47 00 9*8 CO IK 00100 0.07 7 33 9 4BM 9 49 SO 5« 001 oo QQS 7.31 9 4900 950 00 » 001 00 01 73 9 50 M 9 5100 IK POT 00 0 11 7 29 9 51.00 9 5J co 4S 001 «J 0.12 7 73 '3E-7CO 9S3QO <K DOI 00 014 7 26 9 53W 934 00 h; pqi do 015 7 25 a _ _______ JJM__________ In I l(L' OJ - (ijL'D)1 j] A fm p ■ 1 17E-O2 9 54 DO 9 5500 wo D.Ol 00 Q15 7 24 95$ W 956.00 MO 001 00 017 7 23 H, « 7 3- M » <5 69 a |:«W 9 57 00 ?ZO 0 01 00 015 7 22 9 $7 Cd 956 00 ?K 001 oo a? 72 959 00 959 00 IW 001 co 0 21 719 9 59M WOO 03 5M Q.Qi.ffl 0 22 7 16 W00 00 1002 00 iftft 002 00 023 7 17 D Ifft) ■ 0 122 I (ml « 2 4 t a • 420C F (mj a 4,67E*M 100200 W04Q0 1140 002 00 □ 25 7 15 1004 00 "lO’MCKl 1M6 002 00 0 26 7 14 WOO 00 100600 uto 002 00 0 26 7 1? 100000 ID WOO two D02 00 03 71 10 1000 10 1500 lICO 005 00 0J5 7 0S 10 1500 10 2000 1100 005 00 04 7 to 20 00 IQ 2500 2*00 005 00 a 46 6 94 1025 00 10 3000 3rtrt 005 00 05 69 ID 3D0C- W35OO 10 95 00 KOfl 00300 056 6 64 104500 MOO Q WOP 5 75 10 4500 10 55 00 *7«] 01000 0 71 6 69VARIABLE HEAD PERM EAB ILJ TV TEST Project: Borehole No. Bottom of BH |mbgl) Ground water level (mbgJ) Type of test Casing height Itnegl) Aqo dwfessa irrigation feasibly study ADS-1_________ 8 Failirg head 2 Diameter of borehole fmm>____ 98 6 Diameter qf casing (mm| HQ Inclination from vert Kai 0 Test section <m) 5 to 3 Date : 21W2006 -1 Time Depife to *iur level imi | Initial Final | T» -T, i»»cj _ Time etapeed rmin} DepUl i-mj Head <n*i 4:3300 1 1 34.00 SO 001 00 2 800 4 34 00 4 35 00 120 0:01 00 2D$ 794 XUsK A/, Z/.) PCf -/ s a) 4 35 00 4 35 00 180 0:01 00 207 7.93 4:36 00 4 37(30 340 0.01:00 21 790 2>2jt£ 4 37 00 4 38 00 KO 001.00 2.11 7 69 4 38 00 4 39 00 J60 0 01 00 2 12 7 88 4 3900 4 4Q 00 420 001 00 2 14 7 86 4 40 00 4 41 00 +» 0.01 00 2 IB 7 84 441.00 4 42 00 0 01 co 2.16 7 62 Atm ) = 7 1BE-03 1 4 42 00 4 43 00 GM 0.01.00 2 2 7 to 4.43.00 4 45 00 W 002:00 2.22 7 78 4:4500 44700 MO 0 02 00 226 7 74 ■ 44700 4 49 00 S63 0 02 00 2 26 7 72 4 49.00 4 51:00 IMO 002 00 2 32 768 45100 4 53 00 1200 0.02 DO i 35 7 05 4 53 00 4 55 00 *320 0:02 GO 2 37 7 63 4 55 00 4 57.00 1440 0 02 00 2.4 7,60 H, ’ B H, » 7 00 0<«ni- 00956 L (n») • 3 tj • 4«00 F O) = 5.19E+00 K {..taK8aS=’37B5E^5 ' | 4 57 00 4 59 00 I5W 0 02 00 2 42 7 58 4 5900 501 00 1MG 002.00 244 756 Malar Va 5 01 00 503 00 1800 002 00 247 7 53 5.03 00 5 06 00 2100 0.05 00 i 53 7 47 5:0800 5 13 CO 2400 0 05 GO 26 7.40 5 1300 5 18.00 7700 005 00 2.66 7.34 5 18(30 5 23 00 KOO 005 00 2.71 7 29 5 23 00 5 33 00 3600 0 1D00 2.62 7 18 5 33 00 5 43 00 4W 0:10 00 2 92 7 08 5 43 00 5 53 00 *!X 0:10.00 r= 3 7 00 . 1 23.CC! VARIABLE HEAD PERMEABILITY TEST *■}£■ 0MM5J mpawffi Proj»rt:____________________ fmv______ ftorahw fefe___________________APS-i_______ DjithW or ImmJ §56 - Bottom rtf fiH M___ ■Srpund wjtti* l*¥« ______________ T |i pt Orf MIE______________ FjIWflUMd_____ Cialis LffllfllJ _____________ 7 ’?____________ QL+ffi^ir nl c.iihfl immF _HQ InrLrjdon firaffl rliTk+r _ 0 TnE MEilM i »l_____ 40 --V DlW |Zqji.7-X<J TfflW <IAplW Cl*«"i K> *il*f JwH ini i LnlUM! | Flhif T.-Hmc] [mini ”’0*vL- |Tn. I Httf nr ■ 2 35 25 7MZ9 W 0(3! 0(3 215 Il-Qi 7 J? M ITO 6fii oo 2 75 . 1C_*C -M 2 »Z5 2 r 21 3 14 J5 IKJ 0 di tt 24 ID i*5 2 M 75 2 39 24 240 O0KW 2 49 ioifil 2 39 23 2 40 29 MO Q 01 00 2 52 F0 93 “T?40 25 >41 25 IflO 001 co J6 10S5 ±41 25 2 4> 24 4B OQ1 00 1+2 25 2*3 75 4K 001 oo ____ 2?5 10 <* 10 40 J +3 75 244 25 S4fl 0 01 PC' L. U 10 33 2 M 21 2 49 >9 w 0 05 00 2A 10 H 2 49 25 7 46 ?S WO 13 01 00 2M SO 19 t«3l >4*25 ?K5 0 02 00 312 N» _________ 2 ___________________ l"| L fv'Tn UL^ Jj Aiin“j ■ f ilE-03 H, » ii Ofi H « El Or = 2 M 23 2 M 75 900 0 07 00 » Ott 2 MH 2 42 24 FGM 0 02M 3 29 »|T 2 52 23 2 5*25 HJO QW M 3 Jl IM 15*25 2 99 29 IWO 0 97 00 3 66 »«■ 7 5* 24 2 41 75 iie OC?QO iff 9 >5 D i iffi} ■> V ’ 4dfl0 F [mi > ItK+M ? S s3 3 DO 74 1±M 0 07 00 3 *4 aTi MM 02 n "C30 OdlDO 4 34 933 ■52 24 04 24 ■tai Oft±M 4 if 9 03 2>Q+2l 4 CO 24 1«S C 02 M 4 IS AM 50*21 3 0*25 IMO 002 00 A 2d ATI m 25 9 19 25 EK 004 00 445 450 JUK 114 25 ZiM 0 05 CO 4 91 4 24 3 1fl H 3 >3 25 ZflM 0 05 00 5 I4 fl 03 3 23 24 3 33 M 1*10 0 10 00 5 14 fl 01 3 3 J 25 3 43 24 4 DM 010 00 3 14 fl 01 4 1BW Jffl swiTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA [RRIGATIU* PROJECT FEASlBfUTY STUDY Geological an ti Geotechnical Invcsiigatian Part 11 - Appendices Appendix D: Test Pili Lags May iOtf? WATER WORKS DESIGN & SUPERVISION ENTERPRISE IMSHC lATtMWlTM iJin^nJ|ffllDlTMCeKSlllTflklSiNilT£CIINUCUiSiiNaKPjT « P Q B^x 2 56 I, Addis Ababa Ethiopia Tak(2iljl 614501 6313WF^( 1231 }| 6l5S7IE-fna.l w. ^.d s rif.;ckcom nee ecI Ih I■ Project: Aijo- Dedessa Irrigation Feaisibilty Study Site: Pit No: Borrow (Saddcl dam) TPSPRl GWL(masl): Easting(m): Northing(m): Nil 244906 942811 Depth(m): 5.00m Elvevtion(m) 1351 I Depth (m) 0.00 Graphic Soil Description Sample type Remark In J symbol J 1 J ■i Dark, (Black cotton soil) soft, expansive CLAY 1 .fl 1fl J ■’ J ■' J■ J 2.80 Dark j;rey, medium stiff, moist silty sand with some clay ♦ Light grey+ dense, sandy gravel derived from Trachy BASALT J J J 4.50 5,00 Sanp4t D- dhEuirlbtd H-UlueL •JU" L rienninn E!^«riprH||fi¥# HrejlJi Lh L^c Pl plisile PI-PlMhit inrfci ■ PI-plASElt hj^25hj| SS*Sni| Stratal 117 ■Project: Ago- Dcdessa Irrigation Feaisibilty Study Site: Borrow (Saddd dam) Pit No: TPSPR2 Depth(m): 1.10m CWL(inasl): Nil Easting(m): 244825 Nortliing(nj): 943169 Elvevtiou(m) 1341 ■ Depth (m) intvi Graphic symbol Soil Description Sample type Remark Dark, (Black cotton soil) soft, expansive CLAY with grass roots 0*65 lift rffffl ii.. 1 'JL Light grey, very dense, sandy gravel moderately to highly weathered, weal vesicular trachy BASALT, vesicules filled by yellowish menirals Sjjfipk l>- disturbed HBIock Pl-pkitK PTptoXie Qu-Lncoftfincd to-tnpmtive strefth in kjjcm Pt* Plastic indei SS^SMI Symbol US ■Project: Atjo' Dedessa Irrigation FcaisibiJty Study GWL(m asl): Nil Site; Borrow (Obasc site) Eastlng( m): 244690 Pit No: OBTP1 Northin g(nt)i 946171 Depth(m); 2.30 Elvevtioti(m) 1381 Depth (m) n nn Graphic symbol Soil Description Simple type Rem ar - 0.35 Dark to dark soft, brown organic CLAY, with Plant a_nd eras* roots-------- - + 4 Firm io jliff, reddish brown to red silty CLAY with plant and grass root Dense. yellowish grey to red sandy gravel with some silt, derived from decomposed Trachyte ___ _____ 1 Sjtnplf L>- dhiurbrd HBbrt Pl-plaitM b>g(2kg.i Pl-plisfk kqjl&fji 119—I Project; Arjo- Dcdessa Irrigation Fcaisibilty Study Depth (m) - O.OQ 0,30 Graphic symbol GWL(m»5l): Easdng(m): Sample type NH 244805 Site: Pit No: Borrow (obose) OBTP2 Nortbing(m): Elvevtiou(rn> 946299 1385 Depth(m): 1.60 Soil Description Remark 1,60 Dark to”dark, soft, brown organic CLAY, with plant and grass roots Firm to stiff reddish brown to red silty CLAY with plant and grass rooi Dense, yellowish Erey to red sandy gravel with some silt, derived from i decomposed Trachyte Sample Oii-lurbed M-Bkcic 1-20Project: Site: Pit No: Depth (m): Aijo’ Dcdcssa Irrigation Feaisibilty Study Borrow (Obose site) 0BTP3 1.70 Depth (m) n on 0.25 Graphic symbol Soil Description GWL(masl): £uting(m): Northing(m): Elvevtion(m) Sample type Nil 244684 946397 1388 Remark >\\ XA \ X A -:-z-^-z- -a-: Dark to dark, soft, brown organic CLAY with plant and grass roots Firm to stiTf, moist, reddish brown to red silty CLAY with plant and grass root i-50 1.70 Dense yellowish grey to red sandy gravel with some silt, derived from decomposed Trachyte Simple b - digrfurtarl It-Rluck Vh ■£. ncun.nftrij cotn prrxsivc 5',\ s’frfclh in lqj/( ^l-plucle hitic Ifefci ■a 1*2-pl wk- b*B| 25k£j Symbol 131 ■Project: ' Site: Pit No: Aqo- Dedessa Irrigation Feaisibilty Study Borrow (Dandansa site) DhBTPl .10 GWL(masl): Easting(m): • Northing(m): . Depth(m): 2 Elvevtion(m) Nil 249564 939469 1395 .-i Depth W 0.10 Graphic symbol Soil Description Sample type Remark -tt— ■■j u- — ■4/— Soft, dark brown moist clay with \ plant and grass roots (organic clay) I ■ Firm to stiff, brownish to red clay with some silt and with some plant root at the top 4 4 I 122Project: Aijo- Dcdcssa Irrigation Feaisibiity Study Site: Borrow (Dandansa site) PH No: DhBTP2 Deplh(m): 1.50 GWL(niul): Easting(m): Nortbing(m): Elvevtion(m) Nil 249515 939663 1403 Depth (m) a.oa non Graphic symbol Soil Description Sample Remark •*• — *■_____ ■+■ * i Soft, dirk brown moist day with * * \ plant and Brass roots (organic day) r* T v---------------------------- ------------------------ Firm to stiff, brownish to red day with some silt and plant roots 1 < Simple I J- dhllMtscd H Bloch Plplislic 2 kgj P’J-phstte Qu*UarQnHntd CUriprrsii^e ■Etp^iH IB k(.'tra ® IlFI-PhiKc iwdei SS-5flil Symbol ■ 122Project: Site: Pit No: Afjo- Dcdessa irrigation Feaisibilty Study Borrow (Dandansa site) DhBTP4 Depth(m): 1.90 GWL(masl): Easting(m): Northing(m): Etvevtion(m) Nil 249554 940026 1404 Depth (m) 0.00 0.30 Graphic symbol Soil Description Soft, dark brown, moist, clay with plant and s;rass roots (organic clay) Sample Remark ^_4- "=F ^-+ Firm to stiff, brownish to red, clay with some silt and plant roots at the top h-ampk D- disturbed H-Block Pl-plai'k basilkf) PZ-pUltfc b>tU5kc> OB-IJpOTitnned trifhpresilvr stretch |n IkgfcmProject: Arjo- DedesSa Irrigation Feaisibi !ty Study Site: Borrow (Dandansa site) Pit Not DhBTPS Dcpth(m): 3.25 GWL(mvl): Nil Easting(m): 249795 Northing(m): 940139 Elvevtion(m) 1411 Depth -UBUo Graphic symbol Soil Description_____________ Sample type Remar 0.20 Dark brown moist clay with plant and grass roots (organic day) --+ Firm to stifT* brownish to red clay with some silt J W Dense, reddish brown sandy Gravel derived from weathered BASALT ____________________ Slinplf D- dif.i-urt»?d HBIxk P l phqik b»El2kE_l FTplajIfc tag(J5k£|Project; Arjo Dcdcs&a Irrigation Fcaisibilty Study Site: Bercow (Dandansa site) Pit No: DhBTP6 Depth(ra): I ,80 GWIXm^l): Nil Eaiting(m): 249869 Norihing(m): 939994 Elvevdon(m) 1407 Depth - n 15 Graphic symbol Soil Description______________ Sample Remarl Soft, dark brown, moist, day with plant and grass roots (organic clay) Stiff, brownish to red clay with some silt and plant roots at the top Dense, reddish brown sandy Gravel derived from weathered BASALT Sample D- dulurbed ■l-Hlpck Fl-pUyik biK(lhf) F2-pUtiitliiKlI5U | tProject: Site: Pic No: Arjo- Dcdessa Irrigation Feaisibilty Study Borrow (DancLansa site) DhBTP7 GWL(masI): Easting(m): Northing(m): Elvevtion(m) Nil 249884 939714 1402 Dtpth(ro): 1.90 Depth W.OQ n an Graphic symbol Soil Description__________ _ Soft, dark brown moist clay with plant and grm rnota (urganJc clay) Sample type Remark + + + + + Firm tu sliff, brownhh Id red c)ay with fame silt Sample l> dis^urtnid H-fildck, PL pliirii; tiriJkBj PZ-pJuta biftZSkg! compressorProjects Arjo- Dcdcssa Irrigation Fcaisibilty Study Site: Borrow (Dandansa site) GWl/masl): Eastfag(m): Nil 249936 Pil No: DhBTPS Deptb(m); 1.00 Northicg(m): Eivevtion(ni) 939531 1393 Depth Q.20 WK) Graphic symbol Soil Description______________ Sample type. Remark + Soft, dark brown moist clay with plant and grass roots (organic clay) Stiff, brownish to red day with some silt and grass roots at the top L> JlllUfbtd Fl Black PI-phurirb-Eil^i PZ-phiile hag(Z$kg.| {Ju - L. nc z-n h nrd C4inprirs3i>C Ftrrgdi Ifl kg/csi Fl"p|ast1< indei SS-Sall Symbol 129Project: Site; Pit No: Dcpth(m): Arjo- Dedessa Irrigation Ftiisi bilty Study Borrow (Dandansa site) DhBTPlQ 1.90 Soil Description GWLfmasI): Easfiag(m): Nor-thln g(m): Efrevtiou(m} Nil 249344 939493 1391 Depth ■ 00 1 Graphic symbol Sample Remark type — a an « ■» « F• Soft, dark brown moist day with plant and grass roots (organic day) -F Stiff, brownish to red, clay with some plant and grass roots at the top + + -+ + Simple D- disturbed H'Bteck f'l-plktrie bkgiZkfl B Q* Uhconfincd camjimiiTB itrefikln PI-PfiiHc Indies Symbol 13]Project: Aijo- Dedcssa [rtigabon Feaisibilty Study Site: Borrow (Dandarm jite) Pit No: DhBTPU Depth(in): 2.10 GWL(maJl)t Nil Easdugfra); 249243 Nortbiug(m): 939670 £lvevtit>fl(m) 1385 Depth Graphic symbol Soil Description ♦♦• Sample -£Re Remark 4- —\t, :v: ; ’+ - - Soft; dark brown jnaiyt clay witb some plant and grail roots Fir tn to itirr+ brownish to red, day with some silt and plant raoLl at the tap rn 2.10 Sample D- diplvr bed ai-Hlwk rii plAxric ti.EiXkEJ fl pJauk itFCfih In kf. rm Qu«UmnAittd wmpirhfhe r S| ip J-Pilule fndei 11 & 132PrrtjttC Arp- tkiltsu [rcigatton Feaistbilry Study GW U mail}: Nil Site: Bercow i bindaiua silt) Eudaftra): 249159 Pit No: DhBTPIl Dep(h(m|: I 75 North Ingim}: Elvtvtionfm) 9394SS I3A3 Depth '■'bloo. Graphic symbol SOU Description Sample type Remark Soft, dark brown mo Lit clay with I plant and trail roota 1___________ Firm to id ft, brownish to red. clay with tome silt >nd plant roots at the tap NlBLph H feluth HI plaMk &-■,£!-V£J ■ LllL Qr-l «<*aflard oaHnUH Krtfifc i> L m t FHftfcABr tadkx SS^Wfl Ni ahtajd 1,13Project \rjo- (kdessj ]rna*tM»n h eijnbi Ity Study Site: Hormw (Minto vile) ElltiDtfjD): 250JJI Pit Na: UBTPi North in g(m): GWUdwjII: Nd Elvevtiflotm) 1370 938153 Dcpth(m): I 70 Depth Graphic I«W.syinbo1 Soil Description Sample Remark type 1.4G Soft, brown organic clay with grata aod plant root Firm to stiff, brownish to red, moist (at the top) day with some silt Dense, reddish brown (with black spots of weathered BASALT) silty sandy gravel barnpk II- JntMfbcd II Block Fl plaint ba^Zkgi F: plank bagl-Mtii I 34Projeei: Aijo Dtedessi Lrigauou Feits ibiJty Study Slew Borrow (Maribo site) NtNor MBTP1 Depth(m): 1.45 GWl(mailk Nil Eastinjtfm): 15M38 Northhig(m): 93$17 [ ENevtion(m) 1377 Depth Graphic symbol Soil Description Sample Remark ± —*■ = ■ ----- A Oft +\ + \ A \+' Soft, brflwq organic thy with grass and plant root Dense, yellowish brown silty jandy \4k x+' gravel with boulders of BASALT — A \+XJ ' Sample D- dhr orbed H-Block PI plastic bagilkgj n-piMhca S’ Project; Ago- Ded«$a Irrigation Fea isibdJty Study Site: Bonow (Maribo site) GlrVL(masl): Easdcgfra): Northing(tn): b■ Pit No: MBTP3 £|vcvtion(m) ND 250547 933043 1376 Depchfm): 1.50 Depth Graphic) Soil Sam ple Remark ■W.ooL5^ O.2O Description %■ Soft, brown organ Ec clay with grass -+-~A and plant root - 4- - 4" Jz Firm to stiff, brownish to red, moist (at the top) clay with some silt Sample D-dlnurhrd H-Btarfc Qu’Lneefi fined c^mprtiwvr irrefrli in K^'cm . Pl PI«4ic ledrt - o- S.S -Sull Symbol 136Project: Site; Pit No: Arja- Dcdcssa Irrigation Fcaisibilty Study Borrow (Man bo site) MBTP4 Deplb(m): 1.70 GWLfiuas]): Easting(m): Northing(m): Elvevtion(m) Nil 250413 937951 1364 Depth : o.i5 Graphic symbol Soil Description Sample Remark type +- Soft, brows organic clay with grus and plant root Firm to stifT, brownish to red, moist (at tbe top) clay with some silt 4" Simple D- dhhjrbtd H Blwfc P L-plaitic biEi’kjj f'2-p|j>ric b*Rl.JSk£l Qu-Uh co ft third tftftprtMlvt •iMflh !■ kt'cm Ft ■«Fissile I:nr3?i SS-SfiM Sjmhftl 137Project: Site: Pit No: Aijo- Dedess* Irrigation Feaisibilty Study Bottow (Maribo site) MBTP5 Depth(m): 2.40 GWL(masl): Easting(m): Nortblng(m): Elvtvtion(m) Nil 250669 937970 1367 Depth "W.oo €>730 Graphic symbol Soil Description Sample Remark .type Soft, brown organic clay with grass and plant root Firm to stiff, brownish to red, moist (at (he top) day wiLh some silt and with some plant root at the top + x ' X<K jS? ' Dense, reddish brown silty sandy gravel (weathered BASALT) T Sump4r l>- diilUrbcd H-filMk Qu “ Llti trarvfi ntsl e-emprei Mvr I tlrrjlh In Vfr'r-m Fl -plailk; hi|^|2kg.i Pl ■P!niek Iriiiri H plurie ba[fl 5kjj S£«£gj|i Symbol ■p 138 +Project: Arjo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Manbo site) Pit No: MBTP6 Depth(m): 2.20 Depth Graphic W.00 !y?b? Soil Description GWL(masl): Nil Easdng(m): 250190 Northing(rn): 937940 Elvevtlon(m): 1373 Sample Remarl type 0.15 * ~ ~ ‘ Soft, brown organic clay with grass and plant root ’+- +- Firm to stifT, brownish to red, moist day with some silt ---- 2J2Q ____________________ Sample Q- disturbed H Block ri platae hjjilkfci Pl ptitrR ba^25ktl Qu-1 nconflned compmi4*e firtfib In kg,'cn* Pl-PI*ttic inder SS*Sni| S)mt>olJ •J J J JProject; Site: Pit No: k. Ajjo* Dedessa Irrigation Fcaisibilty Study Borrow ( Maribo Site) MBTP7 Deptb(m): 130 Depth Graphic 1 SoU GWL(masl): Eastin g(m): Northing(m): Efrevtionfm) Nil 250006 937912 1357 Remark (■flop ?ymb°l Description T Sample type 4 + ——~+ Firm to stiff, brownish to red, moist (it the top) clay with some rih and plant root at the top ’0A x Dense, reddish brown silty sandy gravel (weathered BASALT) .Simple Lb- daiiwrbrd H-Bbck Pl-pluck bitf 2k£.l PI-0HIK bigl ZSkp Qu* La tri fi fin 4? rf cnmpre^lM iir^ih In kt cm P1"PriLiic mdti SS«5«I Symbol no■M 4 4 XH * I I * - * 4 I i* I 4 BUMfC |HK u» 9 14 Vtftal .1 Jjllt im»m »u JL«1 4 I 4 * ■J —---------- ------------- ***/> Hit* A»( 4^ ■- 1- **- or o _j£ _ -______________■ -J ♦dJj 1 r««jg »f4wrs • >*•■** V“> UUfJO |j n*<] !-■-•» l—^.—-^, -1 - _ —I- ]uqoi U _w - —- .J l*MX W. *♦***•11 < -w * fcrt ►»•*;*•* *«M ’• ■Mlfdt J’ > W»«*-»<l 91 ; i MIHM • S HJ oji> <tqui*|\ •*• *\ ■W . teoytfOMJ* 4 wj>*.'Mi I 'Mill i jr ■ ■ • - y i if ipHlL i^mhol r ipciort o ft * 1 * * » * V t F L ■■ ■ ♦ J Ju, ■* * AProject: Site: Pit No; Arjo- Dedes sa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP9 Depth(m); 2.70 GWLlmasI): Easting(rn)t Northhig(m): Elvevtion(m) ND 250154 938202 1358 Depth Graphic symbol Soil Description Sample type Remark —* tF.OVJ Air- U«lu •■■i/*' 'i--- 4 — + — — M/— Soft, brown organic day with grass and plant root i 4- — + -~+ - _ Firm to stiff, brownish to red, day with some silt and plant roots at the top T 1 +- - + -+ - 180 2.70 ’ b X. X X: x^Xp^ X X^XIX^X Dense, reddish brown (with black spots of weathered BASALT) silty sandy gravel Rdhinplf D- dklEtilbtd H-Block PI-pluDk b*|l2kL> PZ-pJ«id< bjiilSkfi J rj/'x j' t/ X, X Qu"t'n*anfiind comprrtijvf fiLj/ , /X \ '-Pl) nr«rlHa kf'crn X'- Xf V M ktA 7 i'/ S ■ Pt-FUidi Indt, ------------------------- V ------------------------------------------------------------------------------------------- 142 4I Project: Site: Pit No: Arjo- Dedessa Irrigation Feaisibilty Study Borrow (Maribo site) MBTP10 Depfh(m): 2.20 Depth Graphic W.ogJZE1’01 GWI^masl): Easting(m): Northing(m): Elvevtion(m) Nil 250171 938227 1366 SoU Description Sample Jvpe Remark Soft, brown organic day with grast and plant root 4- + 4- + Firm to stiff, brownish to rtd, mailt (at I be top) day with some sUtand plant roots ai the tap + Sample D disturbed H-Btodt Fl-plastic bifiIkj| PlpUsnc hA^25hK^ Qu-tBcowTinrei compressor strejiS in kg.'cni Pl-Plastic mi tit i S$*SmI Symbol L4JProject: Ago Odessa Irrigation Feaisbihy Study Site: Borrow (Ate) CWL(masi); Nil Eaitingfm): 2443S2 I ii Pit No; ATEBTP1 Dep th (m): l .iO Depth Graphic ii&ioo Northing(m): 9351 SO EJv* Ytionfm); 1415 Soil Description Sample Ren >p_. _ .Jj/, Soft, brown llg.be fn weight, sifty CLAY with graw ro-ota Firm to stifi7, red, dry to moist, CLAY with roots Dense, reddish brown Co grey, gravely SAND (decomposed BASALT ■ .1*7 j: i i* 1I l'' -_______ ______ _________________ , - SlBripk D- disturbed Fi-Blwk Pl-plixtlc bjjtijikgh - H-pluiic hatf 25k|£} Qn«UflC4Nlined ^mpirM*ivC Eglti la fcg/cm Fl-Planle iredei SS-S<ilj| Symbol 144Project: Site Pit No: Aijo- Dcdcssa Irrigation Feaisibilty Study Borrow (Ate) ATEB TPl Deptb(ni); 1.10 Depth Graphic symbol GWL(msul): Eastihg(m): >orthjDg(nj): Elvevtjon(m): Nil 144382 935180 1415 Soil Description Sample Rema t_ _rJ Soft, brawn light in weight, silty — 0.25 0^5 i.m _- * CLAY with grau root* A 1LT .....& i Firm to stilt, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT federal ShBipl* D- diittvrbrd H-filWk Pl-plaiiir b-sjfj Jkjl Pi-p-li^tfc b?Rl JSkgJ QtK-Uacfrnflintd *tF*tlEb Ln kgfcm PI-P'l±yc|(lnd* i ^S-Sail SymbolProject: Aijo- Dedessa Irrigation Site: Feaisibilty Study Borrow (Ate) GWL/inad): Nil Eastfngfm): 244344 Pit No; ATEBTP2 Depthfm): LIO Depth Graphic moosymbo1 Son Northlng(m): 935313 ElveYtion(m): 1421 Sample Remar Description____________ Soft, brown light In weight, dry, silty CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT JXES -L D dururtwd fl-plu-<k bigHtyi PX-plutk &i[ii5l[) Hconfi-nrd f ornpmi.iv^ itrefih tn kg ein PE"IPtB9lkJadt^ SS-So-ll SymbolProject; Arfo- Dedessa Irrigation FtaisibiJty Study Sitei Borrow (Ate) Pit No: ATEBTP3 Depthfm): 2*30 GWL(mxsI): Nil Easting(m): 244 256 Northing(m): 935439 Elvevtion(m): 1416 Depth (nft) qo Graphic symbol Soil Description Sample type Remar] tr.xv -w — ■«-? Soft, brown light In weight, nicy CLAY with gr«J r«ti Jp Firm to stif, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT JTi Simple D- dhrurbed H Pl pliirJt b*|(lk£) Pft-MiMk ba|£15k|) Qir-L n<o&ri»ed compreuke flrrgth in kg'em Pl-Plank indtk. SS-Sail Symbol 146Project: Aijo Dedessa Irrigation Site: Pit No: Feaisibilty Study Borrow (Ale) ATEBTP4 Depth(ni)t 1.00 GWL(m*sI): E»5ting(m): North lng(m): Elvevtfon(m): Nil 244395 935567 1415 Depth Sample type Remar w Graphic symbol -e.io Soil Description____________ Soft, brown light in weight, sOty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots -LDQ s>mplr □ ■ dihEurbcii H &l«k Pl-plaioc bk|_i Pl-plpilfc b*gl25kti Q""l ncafiflfirri <<Mnpmi4%c Href!* |n k cm t Pl-Plude Ixfei SS-'-S^d Symbol 14?Project: Ago- Dedessa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP4 Depth(m): LOO Depth 0.10 Graphic symbol son GWL(nj«I): NU Easting(m): 244395 North iog(m): 935567 £lvevtfon(m): 1415 Sample Remar Description____________ Soft, brown light in weight, silty CLAY with grot roots Firm to stiff, red, dry to moist, CLAY with roots tJJJC Simple D- dilMfftHNA HBImL Pl plunc biEUkil Pl-phtlic bit(25li£.l- Project: Ago- Dtdcssa Irrigation Fcairibilty Study Site: Bonow (Ate) Pit No; ATEB TPS Depth(m): 1.00 GWL(idmI): Nil EMting(ni): 244 Northing(m): 9354 Elvevlion(m): 141 I 476 78 7 Depth (l1¥0nn Graphic symbol Soil Description Sample type Remar — Art O ■ 30 e£-> ? Soft, brown light in weight, silty CLAY with crass roots ri/.- - - -44 - M7------------- rtz Firm to stifF red, dry, CLAY with roots i in ttaW Pi-pl"drb^lSM) <*r-C>H«n^c0.nPr *Hi*e J "V 1 --------------------------------------------------------------------- v£r. <£''------------------------------------------------------------Project: Arjo- Dcdcssa Irrdgation Fcaisibilty Study Site:; Borrow (Ate) Pit No: ATEB TP6 Deptb(m): 2.50 GWL(mail): NU Easting(m): 244521 Nortbjng(m): 935350 Depth Graphic symbol Soil Description EtvevtioD(m): 1416 Sample Remark type ±. +*-. _ Soft, dirk brown light in weight, — "«£- \ dry, siJty CLAY with grass roots Firm, red, moist, CLAY with roots £38 DUteUnsJCe, r, Ieddish brown to grey, ' gravely \ BASAL r SAND (decomposed BASALTProject: Site: Pit No: Aijo- Dedessa Irrigation Feaisibilty Study Bonow (Ate) ATEBTP7 Depth(m): 2.90 GWL(nml): Eutjng(m): North ing(m): Elvevtion(m): Nil 244545 935192 1409 Depth Graphic symbol - - unu----------- Sample JIB®. Remark 1^- Soil Description___________ Soft, brown light In weight, silty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots [<* Dense, reddish brown to grey gravely SAND (decomposed BASALT 5j septa D- dhivrlMd ILSfeck FbpklSCK Pl-pimk biEll^Li i Qi*»|j*enii fin«(i compmshc ■I net th in ri-PSulk indiri SS-S*il fi jndlwl 150 ■Project: Site: Pit No: Arjp- Dcdessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TPS Depth(iu): ISO GWL(mail): Easting(m): Northfng(m): EZvevtion(in): Nil 244158 935280 1426 Depth Graphic symbol Soil Description ____________ _ Soft, brown light in wefght, silty CLAY with grass roota Firm to stiff red, dry to moist; CL AV with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample Remar jvpe U- dull ar lied H U lock PI-pintle- biftJkcj Pl-pIfriEic bipllSlith Qo-L'ncanfmed reimprrrMvc irretih In ka'cm P[“FI*iric Lndei H. 351Mlt Pl< Sa.! ti>> rtaJecu fm(*h«io FeAiuMry Vkirmw i Ate I ufii rn Drpflw«r r 40 FMCteft*): SorlbJltflm) rhrrrtU»*m): :44*H *j«r» !«• Depth Graphic Soil Description __________ toft. brtiwQ tight tn *ri(h(, <dr> CLAY will <rsw rooiB firm (a itifT red, dry In molit. ('[.AY with rooli Draw, rrddhh brown to grey, gravely SAM) |d«arnpoied B ASA LT Simple typ* Remark '.'6i<xJ "'" r * — <■ » I 6nl J b Il ItA fl ftUjlfaProject: Ago- Dedessa Irrigation Fcaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP10 Deptb(m): 1.35 1 Depth Graphic symbol 0.25 ±r2t> GWUnml): Nil Easting(m): 1-44030 NorthJng(m): 935205 Elvevtion(ro): 1426 Soil Description_____________ Soft, brown light In weight, silty CLAY with gran root* Soft to firm, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample type Rem a o_ SlHIpJr IJ- dhrurbed H-Bfec* Pl-pJorfc Fk-pUifK bifllHt^ ■C4nriiird cn-irt|irmlir '■ refill Id kf <m Pl-Fljjlif hnrJri SS"£fr|J Svrifcbrvl 15.1Project: Arjc- Dedessa Irrigation Feaisibiity Study GWL(mwl): Nil Site: Borrow (Ate) Easting(m): 24270 0 Pit No: AT EBTP11 North in g(tn): 9337 50 Depth(m): 1.80 Etvevtlon(ni): 1442 Depth Graphic Soil Description Samp le Rema symbol type _ 0.20 *■ * \ V *w* x \d v V%.\ <\ Soft, dark brown, light in weight, silty CLAY with grist roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT L»d Fl -w* Simpk D- 4tivifrt4d H-Hlork Pl-pltMfe b^rl Jktl I'l-ptaMpr h^g| I5k|;S 154Project: Arjo Dedessa Irrtgation Feaisi biJty Study Site: Borrow (Ate) Pit No; ATEBTP12 Depth (m): 230 GWIXmasI); E*jting(m); Northlngfin}: Elvevtionfm); Nil 242605 933566 Depth ''tV.oo Graphic symbol Soil Description__________ Soft, brown light in weight, silty CLAY with grass roots Firm to sHIT, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravdy SAND (decomposed BASALT Sample type ! Remark «CT~~P” n n> Simple D-dfarurbed II -Stock Pl-plastic bi£|2kfj PhpliFric lujjitSkg,i L Q«-U»Cnnfin«i coftiprcsshc itrtfth in k|jAfm Pf’PJiirle dndei Symbol 155Project: Site: Pit No: Ago- Dcdeisa Irrigation Feaisibilty Study Borrow (Ate) ATEB TP14 Depth (m): 1.20 GWL(m«l): Easting(m): North iDg(m): Ebevtion(m): NU 242319 933554 1455 Depth 'J&OO. Graphic symbol Soil Sample Remai Description * — 1^20 Soft, brown light in weight, silty . CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown io grey, gravely SAND (decomposed Simple 0- ili.*Jur liril HHIdrCk Pl-p4>nnc bafC-lktl P2-p4ndk batCi^El j contl 6*d to>nprMiLVr ilrcfih th litem .lA-Pliult ludri JE Symfiol 156Mt* F*4>«ib'lrv Sfuih fcwtnw r Ate) Fit s* MTR T?|4 p*pihim» I ; * i <WI | m*Oi >n* '"’U J44T75 - * HI** Hvnttomm; JI** -> Depth I >UU zv^ Graphic symbol Soil Description Sample tvpe uoo Soft! hi firm, rtd, drv, fo moi»r. t 1 A V *lih riMvii trlhiwKh bfnwrj to urTY. tfravdv s l?Ml) idttuinjMHcd HMrProject: Site: Pit No: Arjo- Dcdcssa Irrigation Feaisibilty Study Borrow (Ate) ATEBTPI7 Depth(m): 1.50 GWL(masJ): EistiDg(m): Northing(rn): Eivevtion(ni): Nil 245133 935500 1386 Graphic symbol 4- ~ Soil Description Sample Remar lr±G Soft, brown, dry, silty CLAY with grass roots Firm to stiff, brownish red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed ( BASALT I SMpIt D- dlsEurtad H-Block Pl-pliifik b Pl-pJisCk bail J5k £i n I in d-d oompmslvf 1 Ih kg/Cfn H"H*cdc bndri SS-Skifil SjmtMl isaProject: Site: Pit No: Arjo- Ekdessa Irrigation Feaisibilty Study Borrow (Chew) CBTPt Depth(m): 1.00 GWUmail): Easting(m): NorthmEfm): Ehevtion(m): Nil 244104 938980 1357 Depth Graphic rt i symbol S ~ Soil Description Sample type .. Remarl Soft, brown dry, silty CLAY with roots Firm, red with few dark spots, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL r favptf D- dLilUfbcd H-Gfeck FE plntic birpikti' Qti-L nronftntd comprtmve Hreflli In kj'rni FlnPlapeic Irwlei SS-Soil Symbf lFrojett; AfJO- rk>k<M IlTipEiOfl Fe 4i jibilty Study Site; farrow | Chew) PR V»: < BTPJ Dtptbffli): I J S EiHiDgfm): 244AM Northing m}: 9JJIS95 EIvrvtloiHm); 1J41 Depth iiWoo Graphic symbol Soil Description Sample type Remark OrLS I So ft, brown, dry, ilfty CLAY with root* Firm InitlfT with few dirh spot*, illty CLAY Defiie, brnwnhh grey, gjravtfy SAND iunJy GRAVEL D dHr*rM HF ihnk r I pAusm bd ji II41 rj pUsK tafU&fiProject: Site: Pit No: AtjO' Dede&sa Irrigation Feaisibiity Study Borrow (Chew) CBTP3 GWL(inasI): Eutingfin): NO 243815 Depth(m): 2.10 Northing(m): 938862 Elvevtjon(m): 1373 Depth 0^5 Graphic symbol +---- Soil Description____________ Soft, brown dry, silty CLAY with roots Sample Remark + + + + Firm to stiff with few dark spots, siJty CLAY ^43 Dense, brownish grey, gravely i SAND sandy GRAVEL Si*pk D- diitur L-rd H-Block Fl plAUfe b*ti2tu P2-phhIW bi(| 25^4.1 , ,Qu--L’Arann«Nl tomprtfin r lETtflb ib kfrm "Fl Lillr lintel 5-5*41 S) mb*! 161Project; Aijo- Dedessa Irrigation Fcaisibilty Study Site: Borrow (Chew) Pit No: CBTP4 Depth(m); 3 25 GWL(idmI); Nil E«ting(m): 243614 Northing(m): 938802 Elvevtion(m): 1386 Depth —MS Graphic symbol =T + + Soil Description Sample type Remar Soft, brown , dry, silty CLAY with roots U FT—P“ - Fl Firm, red, moist, silty CLAY nt Sirnflr tk dihrufbed H UlMk Fl pUihc rypiMitc 162Project: Arjo- Dedessa Irrigation Feaisibilty Study Site: Borrow (Chew) Pit No: CBTP5 Depth(m): 1.85 GWL(masl): Nil EutiDg(m): 2435S5 No rthingftn): 938642 Elvevtion(iij): 1387 Depth Graphic symbol Son Description Soft, brown dry, silty CLAY with roots Sample JyD£ ;.iCH 7118 Re ma Firm to stiff, dry, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL Sample D- dururbed H-Block Fbplulk b»i;|Ik£l Pl-ptatfc bttfZSktf __ !___________ Qn-Ufltanflncd comprniive rr-Plastie Lndri SS-Sall Symbol 163Project: Arjo- Doicy-i Irrigation Feaisibilty Study- Site; Borrow (Chew) Pit No: CBTP7 Depth(m): J 00 GWL(«DtsI): EastiD£(m): Northinffm): EKevtionfni): Nil 243540 938755 1375 Depth Graphic symbol Soil Description Sample tvpe Re mar -- ---------- T----- 1 0.801 4-00 Soft, brown dry, silty CLAY with roots Stiff. reddish brown* dry* silty CLAY Dense, grey, gravely SAND sandy GRAVEL Mmpk D iiTarbed bl BWck ri -ptasisc blfCktfc Qtt-l'Bdfr&frnrd compreihiif tw-ixlll III lit tin Pl^Plaitfc mdei pz-pUuSd hir|(3fty 165I .1 i J project: Arjen Dttfcw Irrigation Feai* rbilcy Study 1 Site Sorrow (Chew) 1 pjr No: CBTPB 1 Drpth{ffi)J .30 ■Nil Eaitln£{m}: MJW ^orfhJnc(ra); 9JM20 Et*rvtion(m}; IJ7I Depth Graphic Soil Sample Remark (-moo H^ !. 0 Description - 4- Soft, brown dry. silty CLAY wFth roots Stiff* reddish brown, dry, silty CLAY Dense* brownish Krcy, gravely SAND sandy GRAVEL Mmpfr n- IbnwM il 8ihL PI •pliitlrbalGW H picric Qw-L fei,«*nart fM^nuhf urrilfc « Vf Pl-Ptaiif i»faiProject: Site: Pit No: Arjo- Dedessa Irrigation FeaLsibilty Study Borrow (Chew) CBTP9 GWL4>*si): EittingO): Northingfru): EJvevtiontm): Nil 243448 938792 1371 Deptti(m)J.OO Depth 0,20 = Graphic symbol 53- Soil Description Sample Remark S roof oft, sbrown dry, silty CLAY with + + Stiff, reddish brown, dry, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL Simple D • dlsi _ rbrd H-Bivk Pi plwtirMHiktl Plpbstk * X Qu-Unc**ri»fd c*mp<ei'hre % \ tfHfdi in kfrnt FfPlMHciBdei I 55-S*ll Symbol ft ■ L67Project: Arjo- Dcdcssa Irrigation Feaisibilty Study Site: Spillway Pit No: SPTP1 Dtpth(m):2.00 GWLCmas)): Nil Ea«dng(m): 242486 Northing(m): 941794 E1vevtion{na): 1379 Depth Graphic symbol Soil Description___________ Sample type Rema Soft, dark,, erpansive rilty CLAY 4X05 fx_x-_-4-x-y < Soft to firm, reddish brown, jandy silty CLAY O'- iliiCdftMiJ HBlock Pl-pliiiic baE(15k£i Qu-Uiuan fi ned Ecmprnsjh-e nr cgih fin kf-i'cm f*3 "J'Elilfir Index $£-$*11 Symbol t6rtProject: Site: Pit No: Atjo- Dedessa Irrigation Feaisibilty Study Spillway SPTP2 Deptb(m):4.00 GWLfmisJ): Eastln£(rn)t Norlhid^in): Ehftvtion(iii)t Nil 242447 941841 1378 Depth nsin& Graphic symbol + Soil Description Sample Remark Soft, dark, ripadrivt siity CLAY 7±“ +_-^t J” rF"“ Dense yellowish to grey, friable, sandy CRAVEL (decomposed Irachy BASALT) Simple D- disturbed H-Blocl Pl-plastic bagdkgl M plastic bagl it*Larwnlined eanaprmhe ii regCh In kgi'em gSS Sn|l Sjmhtil lftSTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DE DESS A IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix E: Laboratory Test Results May JDir WATER WORMS DESIGN & SUPERVISION ENTERPRISE IN USNCtlHINMflTN IHltflCQHTIMNUIl C<JWSUnflHTSflN& TtCHMilCH'? ' J* < i Efr>< 256 XiMit Anjbj tlhlupil Te> 121s I ft 6 *4 5ft I h-J' S90 11J5 l jl 615 5"I F vii_hiI v* .5 * rf- j tesclaht* nti ei !—■ I__________________________ Materials Testine & Feundatidfi Investigation Department__________________________________ S JOOSa K 420SQO, 423366. 420616. 420601 FAX (261-1) 420163.-*M631 PROJECTS T$-074/98 FINAL LABORATORY TEST RESULT REPORT Project > Arjo -Dedesca Irriga tion Feasibility Study Client > Ministry of Water Resources Location •- Arjo-Dedessa Plain /I Mrs zlba b# ;Vcveniber SOCK r> £J I N- VDCMlOn Qr Burn IwIb 1 Qmlty *-‘r» JitlrJbwii^r AHeiib*- 11 3? JJ M 3rV M lli JI <■3 4! 47 43 41 49 ii ... OIICI || ■, ____Dliii ii* uj ____ DKH n- k l L'lltl 11 17 M.i :n MJJTMI' Man -i Mb ir1- p.n ri'j MUli*# Mtn iv Mlll.pj UH IP . 1 l.-l 1| J LL J Bl 2 L.p 7 5* 3 t-7 5n 7 70 2 57 ? IM J 04. Jfi4 JB4 T ,N X’ -Wir^ii nir cm tp j 13 M I.OQ n frb J «£ $_«i 7 ftp « ao i 11> u »]’ 7S 0 Jo 1 4ij « XI 1.50 U 15 I ... is 3U 1 O 7Q | JU O 2U 1 «fru O IS 1 *U 1 1II J JO 1 ISO WTO 1 10 IJ9U I JO n. L1j L M L ■** J M? 3 45 1 «♦ SA 60 _■» j4,0 07 M| M.O2 7£?y CM 00 BJ20 Bl W ft] M- , 1OJJ IB™ J4 51 37*7 44_ f 47H 41 77 43 14 »4J HW 3713 31' 4fl 42 4$ M 43 Jl ■ 0 ?5 X.4J- «* if 70 J«J 7? d | _1? >■ 71 ii >i 73 M JJ 14 ■'1 4 . 74 ■ 7 ra 17 7»ts ’ in 7* rt 23 Nata: I hi* rir-rr4SIIJ y cirul iflli,I ii. Mir-rid for llrjii ih d.>>^ ri>. ...... ....... Tll^, eoMp,rtlo„ a.ld ru.lw(llUllwl lrBll a>r n(|ai4iM t- ■ • Bind Riimpki f.SI * 1 j: j: j: L. j j: 4ia^la ltkVT.-Oft|W.OiF<nj. Na TMTVM Ipatg_________ Sample ID' t I P.O. Box JKJ30 FAXtfiM) ttOI SJ MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT proitcE Ar|0 ^ee4» Ifflgstian Feasibility study Client Ministry Of Water Resources Location: Arjo • Dedeesa Description: Red to brown silty clay TP«M ATB TP1 Depth (<n) 0-25-0.85 CHAIN SIZE QISTJglBUTICi W ^Specific yivfty I I* Cot>u» [ Gravel Size Sand Slat Fine Grained t2uisn F«w ZAMI [ I $*8a« 1 Tested by: Date : Checked by: Date: Tsiqe Teka 3flWM Abraham Assefa $/1Qi38[W,0<P-TV. ■■»•□ Dale |r$JTO4! >□ TMl7*/Sft ? Q. Box 40MB Til, 42C416420OO1 FAJC (251-1)*2 01 53 MATERIALS TESTING OEPAflT.MENT ANO FOUNDATION INVESTIGATION DEPARTEMENT prciwt Client Arjo ■ Deassa Irrigation feasibility sftidy Ministry OT Water Res ourc as L«*1fon: Arja . Oedessa DMCriptioe: Red to br own illty ctey TPiBH AT(TPJ Depth |fr*| 0J04JJ ________ _______________ grain sag DrsTRrgu-ncN Specific gravity ' 2.S4 ■SrivB 1 Size SlMf 5ize Fin# Go n*d Cofm [UfcinJ "iw 1 C-GKM [ Fnt M Saa Clay ^za Tested by: Bale : CJieOed by: Ti»ge Teka Abra^mAasefa Date: 9H0fS8 1TW^O 41 ![U -•■■■■■■ » 3i - j — ad ^4-a.r r ■ ■ ■ n r e f-c-S gif-M ma. iW OProi Nfl □ate^ l &iB tp- ~ 1 P.O. Box 44034 TbI. 42M1S-42U&D1 FAX |2S1-1) <2 01 53 MATERIALS TESTINC DEPARTMENT AND FOUNDAT?DN (INVESTIGATION DEPARTEMENT prQjtd Arjo - DeesM Irrigation Feasibility study C U#n>t Ministry Of Walar Resources L-e^arioat A/jd ■ D*d*ssa DascriprHari: R«l to brawn silly day TP-'BH ATHTPi Dtp Eh (m) 0.20-2.- MAIN SIZS DISTRIBUTION iSpacllhc QrawWy I aj* GrayaE Size ■Sind Size Flfl* Graifl«d GOVS* | V’-iznj f.-« iiUHR | [ F r* ill JUB day ta "A 11’ Grain- Size [nn/ni Tasted by: Taiga Teka Datff : ytWM Checked by: Abrjham A5 5pfj Date: 5.‘1QitaW.Oi'PtCJ. No TU-OTi.S Date MrtML-tt Ssiwle iD- P.O. 40D38 T« I. 4S0&16-1S08&1 FAX (251 -1 ( « <J1 S3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client L oe attain: Dsscrlpilcin: Afjo - Oeessa Irrigation Feasibility study Ministry CM Water RMources Arjo - D-frdessa Rgd to brown silty stay TP/SH □■pth (mJ A TH TP 1 Q.3-1.3C GRAIN SIZE DISTRIBUTION SWlfbC yivlty ■ Te-jtad by: Tsiaa Taka ■ Dale : 3H<roa Approved by Date Checked by: Abraham Asssfa Dalr 9/1 wga ■ 4 h i«p«il ej*VT.’-"‘.*4 WSmt /* F“U 'M iJK-f W E -t K.-.-W -^4^*7*- ?0flaB*MJt Til F AX J9P- g WA 'E.»IAL J rEStlNfl JiiMD FOUNDATION INVE3110* TON DE P <M*T EMFMT - Client Locj<kxi Owcrvlm Af,<o - Qhiij 'FriQj|ii<!J> ^adiJEnPlGy ihurty Ulniwery OF Wit#r ffHourcu Aqo • (}•<!•<3 j R*d 10 iXOWft 14lf> «Uy O«OFh mi *• ™ P 3 JO-3 K ohm me ms wmtSH r —fl* i J Jh W J. UMn <H | -al M kw* [ hfT., 1 -j 5 dr id 144« IF <rl* 0r*Mi9 ■ r- '■ Jrim In* jpint 1 5® r«»r«o fry □nt □di* Luw- ±-j " (i* '” - * r*,J !£!£fl -7*J W^oJPrOI Nq Pg [a ____________ JC-T^aa fSynple C I P.O. Box 4DD3fi Til. *205lfl-12Q5fl 1 FAX R51^1) 42 01 H MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client location: description: ArjO • Dwna Irrigation Fa a®l tn Illy study Ministry Of Water Resourc es Arjo-Dedessa Red to brown sitty clay with lltlle sand TPi’BH a T3 TP 1 Depth I mJ 1J5-1J GRAIN SIZE QlSTRlBUTION i Tested by: Oate ; Cjiz,H work kibe-r gUIOfSB Checked by: Abraham Asset a DjC»: IJJIOTaWdWmj. Nn Dau TMM/91 1U<^9 [S^ripolD: Gs49Wl P.O. Box 4033ft TiL 42041 FAX [251-1] 42 31 53 MATERIALS TESTING DEPARTMENT AMD FOUNDATION IMVESTIGATIOM DEPARTEMENT project Clknl Location: Description: Arjo -Omraja IrrigJElon Feasibility study MJraljary Of Waler Resources A/jd - DedAftsa Red Io brawn jj|ty clay TP.'BH Depttl 'ml ATB TP 11 0.20-1.50 GRAIN ^gEpjSIRJByjlON i'SpfcIfc gravity | GfTfljlSiii? Sand Size Fine Grained |£wJfUiw|TS“ CAAfl* I Mmoyi | Fa* sat&a C'jfSam Tested by; Giza wdiA Kibflj Approved by : Dale : 9d1_n?M Dale t Checked by: A ft rii ha rn As $<ia Date: /---- TI WjOJPnaj. No tmTIw DM | SamalalD: I BM/WW~] P.O. Box Tel. 4.2Q416-42CW FAX (Mid] 42 QI 53 MAT£AiALS TESTING DEPARTMENT AND FOUNDA1TON INVESTJGA1T0N DEPAR TEMg.NT prpj«t Arjo • Qfiessa Irrigation Feasibility study CM*i[ Ministry Of Water Resources LMJCiun: Descriptfan: Arjp - Dedessa brawtt|il(y cHy TPJHH Depth |mj ATI IP U 040- 1.90 GRAIN SIZE DISTRIBUTION Specific gravity 1 Tested by. □ite : Giza work kiber fr/WWg Approved by ; Checked by. Abraham As.^tfa Dire \h/ s,- S ■ *'1 W.OJFroj. No Dartfl [Sirr-pie ID: 5M«W P.O. Box 46036 T»l. J20€1fl-iJOW1 PAX [251-1} 42 01 S3 MATERIALS TE5TIMG DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTED EMT projecE Arjo - Deessa Irrigation Feasibility study Client Ministry Crf Water Resources Lowtfoni Arjo - Dadtua Description: Brown witty clay with little sand TPJBH ATBTF18 Depih (mJ 0.10-1.30 __________ __________ [specific gravity »» GRAIN SIZE DISTRIBUTION ? •”4yjx< I Gravel Size Sand Size Fine Grained |\v±iim | i.nt sajrw r Weoum | Fine 3Ji izn Cey S jb Tested by: Gisework taber Dies : Ciietkrd by. Abraham Assets Dace: 13J1C/9Jiu -------- —11 >>■ - ■■ «iP ■ m;iE3 •- a —IMU- FiMirr TI^MICTUJ ui — W.OiPrQj. Ng Care iSarncte iC £ ***** p 0. Box 4M36 Til. 420fl1$-42«CT FAX IZ51-1J *2 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Ckflfli Arjo - Dw$$a Irrigation Feasibility study Ministry Of Water Resources Location: Arjo - Oodessa Description: Reef So bro wn silty eJay with Pittie sand GRAIN SIZE DISTRIBUTION Specific gravity I TP-'BH Depth (m) atb tp *»7 0 2-1.1D Cobb* Gravel Sue Sand Sizfl Fine Grained Z zjrw J "** J Mw" [ Ffi« 5-q 5 m Sid Tested by Dale : Checked by; Dare: Gire worNJcrber 9fWl Abraham Asjjja 13/1 OtMW.Of'P^OI No Dace TM74f- MfOM ISjmoie ID: P.O. Sox 4W36 Tai. 42(hfi 18-420M1 FAX {251-1} 42 01 S3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project A/jc - Dees5a Irrigation Feasibility study Client Ministry OF Water Resources location: Arjo - Dedessa Description Red to brown- silty clay with Some sand TP/BH Depth fm] CHB TP 0-1 - 0_! GRAIN SIZE DISTRIBUTION j Specific .gravity 3.71 ■ Tested by: Ginn a Menges ha Data : siiiwa Checked by: Abraham Assejja Dale; 13H0F98: W.0i'Pro|. No Tfl-0 Daw XMC | Sample IO- G*-&! P.O, Box 40D36 T*|r 16-420601 FAX <251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Cltattt Location: Description: Arjo -Deessa Irrigation Feasibility itutty Ministry OF Water Resources. Arp - Dedessa Red to brown silty clay GRAIN SIZE O^TRtBUTLQN TPfBM CWH Depth (m) 0,3 ■ Specific gravity | 171 1 Fine Grained Grain Slia |mm^ Te*tMd by: ljiFma_Mcrtqesha Approved Date t $Jlfr9B Date : Chackad byi Abraham Assets Date: 13J10TMI I I■ i: zl Ctti] [k. IW.Q/PrCp. NO Date T6 ?! Isamolfl IQ: G*J P.O. Bojc 40035 Tfli. 42M1S^2M01 FAX (251-1) 42 Q1 43 MATERIALS TESTING DEPARTMENT ANO FOUNDATION fWVESnCATTON DEPARTEMENT project Cllenl Location; Description: Arfo - Deass a irrigation Feasibility study Ministry Of Water Resources Ar jo - Decfessa Red to brown silty clay TPfBH CHi Depth (mJ 0.25 ______________ _ jspeciflc gratfiry | * GBMHSEE prSTRiBUTMJN _______ _____ i Tested by: Girma Menges ha Date : J.-1 D ^8 Che-cked by; Abraham A?seta Dale: 13/1 MS■W.OlProj.Nu T$^?vi Date |Sample ID j P.O. Box 4003$ Tel. 420616-420601 FAX [251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OEPARTEMENT project Client location: Oescrlptkxi; Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo • Dedessa Red to brown silty clay with little sand TPraw Depth (m) CHB TP 0.2 - 1.1 GRAIN S«£ PSTRieUTiQN ’Specific gravity | 2.n0= W.O^Pruj- Na Date TM JOr-C Samc'a ID: . Gi-efi I -i-inrx ..Ei ii.iia. ■ i -»i ■- , P D. Bqm lQQ-36 Tel. 4J0616-420W1 FAX (231-1)42 01 W MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa tarlgattofl Feasibility study Client Ministry Of Water Resource* Location: Arjo - Dedessa OesctipikMi: Red Id brown Silty clay with little sand TP.’0H Depth (m) CHB 0.3- GRAIN SfZElOJSTWVWN 2.77 Graval 3 Sand Siae Fine Grained C4|rpV F 'W I MWu* | 5 J taa | Cinv &ie Grain Size (mm| Tested by: Gif ma Mengpsha Date ; S/1QID8 Cheeked by: A bfa ham Assfl fa Dale: iJilQ/SSW.QjPraj. NO ’4^74 Date [Sarnes ID: L P.O Bax 4M3$ Tit 42061C-420SD1 FAX (251-t} 42 01 53 MATERIALS TESTING D£PAFtTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjg - Deessa Irrigation Feasibility study Client M in Istty Of Water Resaurces Location: Arjo - Dedessa Description: Red to brown silty clay with little sand ______________ __ ____________ GRAIN Sg£ 3&m|BUTJQN I Specific gravity ih TPi'BH cmh it Depth (mJ 0.4 - 1 C«a* I Gravel Size Sand Size Pine Grained F UM K-: l j w-ira Z-jlfM | Vrtu-, [ f r< s*< ata Teaied by: Girma Mengnsha Gate : guj oraa Cheeked by: Abraham Assefa Date: 13/10/934 n WO.'Prq. No Djeb fSample lb j T6- JQ fei'araMW ««J«- P.O. Bdk 40034 TH FAX (2S1-1) <2 <H M MATERIALS TESTING DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTEMENT project Client LoCilicn: Doser iptlon: Arjo - Deessa rrrlgattan Feasibility study Ministry Of Water Resources Ar jo - Dedessa Red to brown sirty clay with little sand GRAfN $rZE DISTRIBUTION TPjBH chi Depth {m) 0-2 I Specie »g«vity | xts Gravel Size Sand Size Fine Grained Com* fhtoum | Gmtsb | Mwu-i | Fu%t Tested by: Glrma Menqesha Approval t» y Date : date ; Checked by: Atuahani Asst fa Date; UMQjgaW Oi’Proj. Na TMN Date [Sa/npie'ib: I G*-6^a< P.O. Box 40036 Tel. 420016-420601 FAX (251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION rNVESTIGATlON DEPARTEMENT propel Client Location: Description: Arjo - Odessa Irrlgaban Feasibility study Ministry Of Water Resources A/jo • Dedessa Red to brown silty clay with little s-and TP/BH DepUi |m| 0H8TI 1.70 —_________ _ Specific gravity ’ fflWJ PBS P!STFtigyTiQN Tested by: Date : Checked by: Date; ’.■W D. pnzj. No Pa.a | Sample C1 P.O. Box 44XJ36 TtL 4-20414-120M1 FAX |2Sl-1> 42 0-1 S3 MATERIALS TESTING DEPARTMENT AND rOUNDATHON INVESTIGATION DEPARTEMENT project C Befit Localwnr Descnptwn: Afjq ■ Deessa Irrigation Feasibility study Ministry Of Water Resources Ajjo - Dedessa Red tp brown silty clay with little sand TPBH CmP Depth I mJ 1-20 ____________________________ GRAIN SIZE DiSTRISirnQN Specific gravity 1 1 Gnv«i Sue Sano Sue Fine Gmne-d Sone i xt: " | -n* j fc Sz» —»v 5-zf ■■30 <■ A ** - \ --------------------------------------------- JL — ■V e a* e 5 —i. C" - _ -- 5 w ff 4* - £ ** V- 50 *■ IOC ■: ■ a Grjift Size immj 3 * ■? -tSTftd 3y: Gize wgrfc kiber One : 91 C-necxed ny: Agra ham Ass eta Date- 1^1 G^8I i: i: coil 0= —XT* WO/Proj. 140 Das Sample lO: TM P.O. 44JGQ6 T»l. 42Kifl-4jq6Qt FAX {Z51-1J 43 01 51 MATERIALS TESTING DEPARTMENT ARD FOUNDATION INVESTIGATION DEPARTEMENT project Client Location; Description: Arja - Deess-a Irrigation Feasibility study Ministry Of Water Resources Arjo - Detfessa Red to browrti silly clay wish some sand <a.B£IN, SIZE DISTRIBUTION TP.BH OHB Depth {m) 2. Tested by: Date : Checked by: Date: G<ze work idber 9/101998 Abraham Assefa 13/10/93 «■W.O^ro? No Oate 30 Samcte ID: T G»j P.O. flax 4003€ Tel. 42Cfi1«-*M60T FAX |2SV1) 42 01 53 MATERIALS TESTING DEPARTMENT AMD foundation investigation departement prpjtCI Cfcenl Ltwatlcru DeicNpUonr Arjo - Oeessa Irrigation Feasibility study Ministry Of Water Resources Arjo-Cedessa Red to brown silty clay -pran Depth (mJ GRAIN SIZE QJSTRraUXIQN Tested by: Date : Checked by: Date- Size work tuber Abrgfram Assefa Approved by : Dale : __------------ a£Z3<-,F' / I, ■'* —’J 1 - 3 ^7W D.'PfOl- No Tfi-flT* Pall iSynplg IQ: | Gi^wi P.O. 0QX 40034 Tel, 42001M204O1 FAX (251-1] 42 01 53 MATERIALS TESTING DEPARTMENT AND foundation investigation DEPARTEMENT projict Arja - Deessa Irrigaltan Feasibility study Client Ministry Of Water Resources LecatJoftt Arjo - Dades s a Deicrlpifon; Red to brown silty clay with little «nd TP,'BH DHflTPl Depth (m) 1J5-1- ________ ______ __ - i Soe ctfte gravity QRfflfJSIZE OISTRI BUTT-ON Gravel size Sand Srza Fine Gralneo j Ma um I rm» Coa«%i | Mwriajk-n f r< r 3-nSite Oyij, Tested by; Giza work kiber Date : gj1_0j94 Checked by. Abraham As seta Date: 13/10,93W.O^Prgi Ng Date W* 3&W I Sample IQ: ~T P.O. 9gx iDDia Ttl,42M 16^20601 FAX {251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT f P eject Arjo - Odessa Irrigation FeasibilIty study Ctlnrit M inlstry OF Water Resources Location: Ar]o - EMfctflt DflScjIptlgn; R*d to brOwn silty fifty [Specific privity TFi'BH Depth {rm} OHBTP 0-20 • 1 GRAIN 5KE DISTRIBUTION ** - ] Tested by; Oat* : Checked by: Date: Giro yfork kjfcer florae Abraham As seta isfttjjgaW.O/PTGf.NO TMM?M Clare Mm™ ISarocip : p- J GiroigLaj ■ P.O. Bqi 4(1(138 Tel. FAX (251-1) 42 Ot 51 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTrGATFON OEPARTEMENT project Arjo - Dera&i Irrigation Feasibility study Client Ministry Qf Water Resources i- Lut-itlnn: Aarjns - Dedassa DnacjlpdOn: thrown silty clay jpeeHle gravity 233 QftAJN ^E DISTRIBUTION TP.'EH Dfl-plh (mJ DM*TF12 0.20 -1.» I T*H*d by: One : Ch*cka-tf by: Gj^nrk kiba-r Ab^arr Assefj Date:[W CuP^qj. Nd Wl T J MK0I O, Date [Sarnpfc «D- ®#«iasips *Cw- P.O. Box 40035 TeL 420615^20601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT projicf Arjp - Odessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo * Dedes sa Description: Dark brown silty clay with some sand TPfBH Oep»h -|ri0 MB T 0.20- ____________________________ _ GRAIN SIZE DISTRIBUTION [Specific gravity , tai ,________________________ CiWO* Gravel Sire Sand Size Fine Grained Owifl I WdRjn I CwM | Ufijijm | F < r Clay Size Tflssetf by: Mulu Beyene Dale : 9HQ38 Checked by: Abraham Oato: 13?1W9a Approved by : Date : ___mV OfProf. Na to DaLe JC Sample IO P.O, Bo* 4003® TeL 420516-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND foundation investigation departement project Arjo - Oeessa Irrigation pMSibttlty study Client Ministry Of Water Resources Location’ Arjo • Dedessa Description' Rod to brown silty day with some sand _____________ ______________ GRAIN SIZE DISTRIBUTION .Specific gravity I 7M TPfBH mi Depth (m) 0.1 GoMS* Gravel Size Sand Size Fine Groined QDJTW |\UOuJT-[ F«-* Cwrae [ J Fin* 5*ii Sure | Car $■« Grain Size (mm)i_ 8- W.OjPi^. No Dale T&-CT** Sample iD: GlW P.O. Box 40036 T»l. 42061S-420M1 FAX |251-1)« 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Descript ion: Afja - Deessa Jrrrgjtion Feasibility study Ministry Qf 7/aler Resources Arjo - Dedesea flted Io brown silty clay GRAIN SIZ.E DISTRIBUTION TPJBH Dtpch [m] Spacing gravty in j Cotitlif Gravel Size Sand Size Fin* Grained CC4TH> iMriumj Frf Gcaril f Mwi/n | Fin* 5"ii day Sz» Grain Size (mm] T«»E*d byr Mulu Beyene Approved by : Oat* : 9.110/98 □at* Ghtckad by: Abraham AsSftfa Data: 13J1CJ9B *i! .i I a \ A x- X•W.OPrfli. NO I Dace | Sample ID: o P.O, 0OX 4(KJ3fl- TeL 42G4J16-420&D1 FAS (251-1 |4Z 01 S3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVE3TTGATON DEPARTEMENT project Client Location: OescnipUonr Specific gravity ' Arjo - Deassa Irrigation Feasibility study Ministry Of Water Resources Aqc - Dfldtisa Rad to brown silty clay with some sand GJWN SIZE DISTRIBUTION TW8H Depth |m) 1. 1 L CobW. Gravel Size Sand Sii* Fine Grained O»tm | Uk>u^| Ane [ MKii.ni [ - SrM Eil» I C4y iC-f l -* —s. Tested by: Date : Mulu Beyenn- 9/10/93 Chewed by; Date: Abraham Assgfa 13/10/96 Approved tjj^r □ate * )$ 4 'i : -fcW.OiProj. No TwW □ate___________ 2!™2 [Sa-Ticie io: P.O. Sox 400345 TeL 42&51&J2D6Q1 FAX [251-1) <2 01 5J MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Ar]o - Deessa Irrigation Feasibility study Client Ministry Of Water Resources location: Arj o - Dedessa Description! Red Io brown clayey silt with little sand TP.'BH uBTPt Depth (m) 0.20-1. GRAIN sire distribution I Specific gravity | L** ~ | Grave? Size Sand Sixs Fine Grained LG411 [h*4MrT.| f-ne | CiMOt [ MKiuffi ] £ n« Stfi S>» | Gay 5ui Tested by: Multi Beyene Date : Checked by: Abraham AssHa Dace: 13H0.‘9B41 W.OPrQj- NO Dale ISarrplBlD: | T6-OT* P.O. Box 40036 Tel, 4J«]616-*2C€<H FAX (251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Dea»a Irrigation Feasibility study Client Ministry Of Water Resources location: Aryo - Dedessa Description: Red to brown silty clay with little sand ______________ ____________ GRAIN SIZE DISTRIBUTION [Specific gravity I 2,** I TPfBH «bti Depth |m) 035-1 C4t#4 Gravel $fre Sand Size Fine Grained | M-fl'jOi | F-n* Cwrw [■MMMi’n | Fft* SnSize City S-Zt ----------------- —,j-— Grain Size |mmj Tested by: □ate 5 Multi Beygng 9J1QJ98 Checked by: Abraham Assefa Approved by Dale : Due: 13H0(9& J . -■’ J '’“-J 11 I ”"“lW.CMPrah Mo Tft- Oate (Sample «D: F P.O. Bar 40035 TaL 420516*42DM1 FAX (251-1) 42 01 53 materials testing DEPARTMENT ANO FOUNDATfON INVESTIGATION DEPARTEMENT project CllMVt L&cailon: DeteripiJon; Sp-eciflc gravity Arjo - Daassa Irrfgaticn Feasibility study Ministry Of Water Resources Arjo - Dadassa Red to brown silty clay with little sand GRAIN S»ZE DISTRIBUTION TP/BH Depth (mJ Tasted by Dale : Checked by: Datet MuFu Beyene 9/10/98 Abraham Assefa 13/1Q/9B V'li /P O. Box 4DD38 Tel. 42 08 13-16 B6 17-16 49 46 FAX (251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project Arjo - Deessa Irrigation Feasibility study Client : Ministry 01 Water Resources LociiKxn; Arjo - Dedcssa COMPACTION TEST W.O.No; T8-0T4J9B Date t MfD9/9B Sample No AJB TP-3 Dipth 0-20 - 2.10 Type qf Completion 5t j n<j,i rd Maximum Dry □ nearly |Kg/m ) 3 Natural Moisture Content (%) no 1340 Optimum Malilurt Content <%) 34-89 Dry Density Vs Moisture Content Tested by;* T?lg« Teka De«- Oft>W CJiertedby Abraham As Beta Date:-P 0, BOX 40036 Tfl I. <2 06 Tj-16 17-16 4B 46 F.AX (151-1) 42 01 S3 ■MATERIALS TESTING AND FOUNDATION INVESTIGATION DEFAftTMEMT Pf-Ojed ArjO Cedessj c rngatlcii FeMSibHIty study* Client : Ministry of Water Resource Location; AfjD Otdwsa COMPACTION TEST W.O.No ! TM74/36 Date : Mfflffl Semple No ATBTP-4 Depth o.id-o.ao • T ype of Compadion :«■ standard Maximum Dry Density tKflfrn*) Natural Moisture Content |% | 12-16 14BE Optimum Moisture Ca-fttenl 1%) :L6 2D Dry Density Vs Moisture Content * Tested by:- 6<g»_w.ojk Kibre Date?- WfflMM Checked bvAbrahjm .AsspM Delo 13/10.^3 iP O- Sojf 4M2B Tel. 42 Ofi 13-16 65 1j-1« 43 46 FAX <231-1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVESTIGATION DEPARTMENT Project Arjo DecUssj Irrigation F^iMibiltty study Crtefll ; Mkiisiry at Water Reeource Loc-aOon: Arjg Oedeue COMPACTION TEST W.O.No ; T6-474J9B Rate : 3fr09f»B Sam pre No AT0TP-S Depth 0.34-1.10 Type of Compaction :■ etigderd Maximum Dry Density (Kg^m ) 1326 3 Natural Molfllure Content <%) 10.20 Optimum Moisture Content (%) 34,12 Dry Density Vs Moisture Content Tested by:- GHe wort Kibre Date:- 0^10^5 Checked by: Abraham Assefa Dale-9 13^10/9 &MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.NO; tg-ot^b Date : jflfflswe Projact Arjo - DeasSd rogation Feasibility study CllartE : Ministry Ct Water Resources L&cjdori: Arja - DedtsSO COMPACTION TEST Simpit No Depth AJB TP-6 0 JO - 2.40 Typo of Compaction :■ Standard Majrtfnu-m Dry Density IKftWj 1271 Dry Density Vs Moisture Content Natural M nislLire C ontenl (%) ^.*5 Optimum Neiehjre Content (%] *3.00 Mcxsfun Content-■ P.O BPS 4H)3e Tpl. 42 OS • J-t£ 55 17-i£ 45 45 FWC (351-1) 42 01 5-3 MATERIALS TESTI KG AMO FOUNDATION iNV£$TlGATlON DEPARTMENT Project Aijo - Deassa Irrlgatlfln Feasibility study Clltrrt : Ministry Of WatOT Resources Lntfarc AtJd - DedaiS.1 W.O.No : TJ4J74J35 Data ; gOflJMl COMPACTION T]£.$I Sample No Depth AJB TP-7 0.30 - 1.80 Typ* Gf Completion Maximum Dry Density (KgAn ) J 12~ia Natural Moisture Content <%1 1B-34 Optimum Molatura ConEanE |%> <13.50 Dry Density Vs Moisture Content Tasted by:- T.IJfltJMa Data:- Check rd by: Abraham Ajsh-Ej Date:- 13HWMI CE>fc| 4 u. rt .«« » . « . • i i.r-n r-* * i i A4A. v-m la* ® • PQ Odi 400J6 T«l 42 Q6 ij-l4 4a 17-1-5 4fl JA *M UJl-U *4 MATEHKALS TESTING AND FOUNOAT’-ClN INVESTIGATION DEPAflTM^N? Af O-Ng Dafe TMT4-*M JC’W P'O^Ct Client Lot a non. Arp - OwntJ FrflflaUafl Feasibility study Ministry Of Wafer Resources Arjo - Dedes»a JSMP^CTiQM TEST description - Tvm o4 Cambajctlon ■ irjnoird J Mjiimixn Dry Oentiry ■5K.Jim | Semple Ho □•pen imj Natural Mowure Content A*3*P ) J 25 -J 20 " Jfl 1 Ootirnum Moisture Content ,%i 25 >2 Dry Dflrwty Vs Moisture Ciinfant T«ti*d - ■ Cb«clfe4 Dife Qilf ££rA 39 10,^ o.i3$a *pOro%«c D> - DefeW.O-No : TG-0T4T1B Dvts s 30JIW/W Project Client : Location: Aho Oedipa irrigation Feasibility study Ministry Cf Watir resource Arjo DedwH COMPACTION TEST Sample No Depth ATBTP-10 0.75*1.20 Type of Compaction standard Maximum Dry density [Kgfc'm’li Natural Moisture Content (%) Optimum Moisture Content {*/•) 17.58 39.03 Dry Density Vs Moisture Content Tasted by:- Glie work Ki bra Date> Checked by Abraham Ajsrfa Date;- 13MMS Approved by >I I I ■* _ ft. ■ *J 1* I I M 1 ■ "1 <4 «4 ** < 21* 11 *J >* 11 MU’Wum -«f«G *1*0 fQuW**!CJN NM F1 r'OA T’OM Ol^rMINt 3 M<J J+l* “^.1 T I. Til !WW. » r« if^rjrjn 0«*miDMitv erudv - a *£»■' *4 .hs W^wr* rf Wd4«r 4jM DHhw 1 II<>U4* Mik 4rgri> r J 2D IIQ "f^B J Jf« O*. H.frfl ML| i|> J-.jfs’ «|I linfeF, «4« »in lUtJlIlt’j ..**«£rv* til Ui< MjILH *1 Mii>Wl|J"V -.Hilarir '. Jurflmmh ^liJH*rLir4> -^lildid a.j*> jim Dry 7t M««lur« CorU<n< ■rfj H- jB" «• ^E£ ■ K* J 1 • >■ *V fc 1' k * *■ / ll r- * "i. ■ > * i* I- 1 m. *- < 1 ] 1 I .. J H- #1 1 * ■' «r ’■* ■ Wh.i«i;ui«- □ Mri«oH ' T ' B»4*J j-f ill 42L* * Wf L>*v JKlldtf . Fir ji -■111■■ .'I - iSx. J Ta- C Jli 1 ' I’ll « 4#*AjC ’Jit" 1 I 31 1 1 ttATimAiS TtSTHMG JUiO ^OUHflAnOMI 4WISTMMnQ« MPiflTMENT Jar* MAM4 Ar^u- DmiMM ■r^Qj#lkifl 1 <*t ttfrllFy arupff Mhn^Hn W w*l«* *■*»«• Mu OMmm GfiMP^G.tfiH W- r ■** uriM fcrrjgi ij MW-ti 'Mrrtij-hi "Mtai Daplh QHfllTP I 4 HP ’i M + ra» J Mu-* UffttliirJ ■WJriM jH Mi.-ittilu-i* ■^iJihUHFit i%| Hja RWiiR if* .-a-n-ii-Pf Ijpffl ■Julirnuri ■ a.tHidfi-G 'm 1K iiJ Dry D*rb» E / MCi-itur« £ '**■ iurt *«V r -» a«4 "*<F !Ja>« DMw X* I «■* - -J * - * - - >7 <j 4* J Si?I 440 r< fcj :i ! ! : ' * 1A 1 ’ i < W « * AX 25" 11*2 31 5.t Mi'TRIALS t|3lTWl WiD RSUfeDAriQN IH¥E 5^41 ArifJ** OffP AH TMINT ] 1 1 1 1 ] 1 1 1 1 1 1 /vONo □ ate C'l**!! I KlttOA Arfu Cte<te«w *«M»ilMlary thxfV Mtaattrr Water NmmiKi ')*>*« »4 JqTUM i- It RlFf/'JI *r^e •* C j**q*lA« h >t<T’Jtf’l W44 «V«^« □*n«JTf *4>Hk CflMPAC ngji LW ‘ “'31 Mo O«04h CUBre 1 ) 11 i >0 M«tur«i Uoieturw Content Optimum Mortem Content -"•p l.U U1 Dry Oohnfy '/l MotehJfO Content ’••ten py 2tei* f A* 1 1 I ] ;*» udw MHi'-aL’! Aii**a &-*■ i 1’™ -■■P.O. Bqx +3035 rm. 43 06 13-16 66 17-15 49 46 FAX (251-IF *2 01 S3 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W.O.No ; TS-4>74ffl6 □ate ; WOT^6 Project Afjo O»d«5-a Irrigation FeM3Jb<lrty study Client ; Min Istry bF Waler Rtf qujeb Location: Arjo frdvw COMPACTION TEST Sample No CHBTP-3 Description:- Barrow FHI malenal Depth 0.35-1.90 Type *r Compactionstandard Natural Montura Content (%} Maximum Dry Density {Kgi'ffl') 1*09 Optimum Moisture Content {%] W 32JJ Dry Dnfliity Vs Mioislurfl Content Tested by:- Girina Menqg-sha □iter- ngi 10.^8 Checked by Abnnafn A^sfrfa Date:- IJHOTB Approved by > GateMV.O.No “ 76-074/93 □at« : 3D/D9/98 Projrrt Ado Dfrtfflisa rfrfgatl&ti Ftasslbllity study C*Mt ! Ministry of Watar Rasourca Location; Ar jo Oedessa COMPACTION TEST Sample No CH ST?-4 □ascription;- Borrow Fffl matftfM! Typ* of Compaction > standard MaKimum Dry Dans rty Daplh 0.25 -3 25 14t2 Natural Moisture Content (%) Optimum Moil Cura Coolant (%) 6.13 21Q0 Dr y Density Vs Molslure Coolant Tested by:- GWwia M*nWha Dat»> OSriBM Checked by Atjrjharn Aw'a Dstfii’ 1C.'S SW.O.Mo : TG-4)74^a □ate : 30/09i‘9S Project Arjo D«ieisa Irrigation Feisstbility study Client : Ministry of Waler Resource Location; Aijo Oedessa COMPACTION TE5.T Sample No Orplh CH0TP-5 0.20 •1-75 Type of Compaction r* standard 1 Maximum Dry Density iKgfrrt ] 1221 Natural Moisture Content ■]%} Optimum Moisture Content [%J B.24 34.50 Dry Density Vs Moisture Content Moisture Content [%) Trued fry - GirrnAMeogeaha □ate:- 0^10/98 Checked fry Abraham Assefa pater- 1JH0JMProj.No: T6J074/9fl 0>te : ,30/09/90 Project Arjo Dedesi-a irrigation Feasibility study Client ; Ministry of Wafer Resource OHB TP 7 LphIIm: Aqo Datfess-s Depth ( mJ 0.2$ -0,90 COMPAgTIQN TEST Description;* Type of Compaction ;* standard Maximum Dry Density 1624 Natural Moisture Content (%) Optimum Mdislur® Content (%) 15.34 41^0 Dry Density Vs Moisture Content Tested by:- GclJchew_H3>lef^ Oils:- 0101*90 \ Checked bv: Abarhjm Asscfj^ Oate> 03d 0^1 Approved by > Dace ■- A\. v ■P 0. Bu 44M35 Tfli. 42 D6 1 46 « 4* FAX £251-1) 42 01 53 MATERIALS TESTING AND FOUNDATION rNVESTIGATlON DEPARTMENT Project Ar|* D*AMM IfTlflitlan Feasibility study Client! : Min istry at Water RfrtCiuret Location: Aljo COMPACTION TEST Sample No Depth W.O.No : Date : 3O/M/13S CMBTP-9 0J0 - 1 50 I yp* <rf CdJmpatr ton > standard Maiiimum Dry Density |Kg.«m''l U22 NaturaF Maislur* Cgntenl |%i Opllfflum Muratur* Content 8-24 30 o: Dry Dens ity Vs Maisturt ConlGnt Tf S[«J 6y:- ijiiTii-j Krnceih3 Dim- Cbecked by: Abraham As?eLj DJ114- 13HOTBI I 1' I* I• |4 J J I J J J 1 J I 1 I I > i .. 4. ., * ?«. i. :i i4 ■ w^TiBEjk! -, rrt'w- iMfi * 14 44 7 * 4| ■* PM 2!il 0+1M MVisnnAhow lN|y <0 *=> Fl 4rfn umm-u HlMM>w- ef Nadvr ***-Hirf>:* r *■ p ■ MHM4 ■ J44K P b fp» rf KhM^i *t j..H MMBtt jFP" ' 1 ‘J □frig fP- l-oth mt I 4 i WLNniuri -MHwrrf ’< ul lrhki i i*i Mil 914 IIIF* ' imEM.-Fl tJ /1 M. .. iniadii ) I 1 ’’p ■ *«.J-’W T-i*.Pr f r H*iFf »P i«T 41 * < "■ J. ’; TP >| * OP** Wf* i *4 fc.i. :* « i,‘ * i -.4 | M Br-'i -H WAfU«44 i ’■ 1“ MJ AM) »':I.NI>4 P©N NVfflfUM F I N il#PAJV r MB *4 ‘ r■■ AO’ frifillufl *#i«rhblit> Vhjdly fallmMr# •< #«•' <**>iur # **¥k : Jk ■ K Mr ^ItQM sar r Wi|ir cpm+m F | ' MQ MMiMl UniMnH W1W* •* fMln'UFH m Dry JwrMbly - I. M1- .■•lt.i -p ..niifiip i I JB ■«r > ."■M *■ >■ -a lb .M-+v >| X. r '•****> rf KMft taa a t ■» hj • ■ *M I* ‘ a , p • i *0«rawi _ —Swi^u ■foATE^IALS TESTING Ah'D FOUNDATION INVESTIGATION DEPARTMENT Project Client : Location: Ar# Dadtasu Irrigation Feasibility 5lucty Minlitry oi Water Resource Ar|O QtdMiM COMPACTION TjaT proj-No i Date : OHB pTP11 Depth 0-20 2-10 Natural Montura Content. |%) Optimum Moisture Content (%] T 6-07-V98 J0j09f96 Oascription :- Typ* of CompacElan !- Standard 3 Muimifm Dry Dtnjity (Kg/m ) jjhjS 25J2 38.51 Dry Density Vs Moisture Content Tested by:* Gelachew Haile □ata;- O3HOT8 Cheeked by: Ab^rhanr As$^ja □ati> OWOM Approved by :- □ataMATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project Arjo Dedessa irrigaifon Feassibdlfty study Client ; Ministry of Water Resource Location: A*p Dedessa COMPACTION TEST W.O.NO: TSXJ74/98 Oale : 30/09^8 MB TPt Depth 1J20 OescritHion:- Typ*<rfCompac-ttofl :- Standard Natural Moisture Content (%) 14.3$ 3 Max»*wm Dry Density [Kgfrn ) Optimum Moisture Content (%| 41.00 Dry Density Vs Moisture Content Tested by.- Getfrchr*_Haile D«et- OUT ugg Checked by Abertwm Assets Oar*:- 0UW9JP 0. Box *0M6 Tel. JZ 05 13-lfi T7-1C 4B J5 PAJt 1251-1) J2 OH S3 MATERIALS TESTING AND FCUNDATfON INVESTIGATION O£PARTMENT Project Ar|* Dtdevsi irrigation Feasibility study Client ' Ministry of Water Resource LocJtiwij Arjo Dedesw COMPACTION test W.D.NO : 76-OMJ98 Data MrtWSB M8TP4 D«pth |mt i.OO-i 50 OeicNpilon - Trp* of Compaction 3- standard Mi*irrnxn Ory Oani.ty I Kiji'rt J : f33t> Natural MolflIlira Content (%) Optimum Mo.ature Canunt (K) Teat»d by ■ gawchaw Haita Data:- 0 Ji io,'9a Gfiackcd by: * barium Aaaaf* Data:- DM1QI9-BP o. 8ok 4M36 T«L « 76 11-16 65 17-16 4B « FAX (251-1 0 * “ , MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT W_O.No : Date : .01/10/90 Project Cl«nt 2 Laullgn: Arjo - Deessa Irrigation Feasibility study Ministry Of Waler Resources Arjo - Dedessa COM PACTION EST Description: - Type &f Compaction > standard 3 Maximum Dry Dl nsrty (Kg/m ) 12JS Sample No Natural Moisture Content (%) Optimum Moisture Content (%) M6-TP 9 4JQ 24^0 Dry Density Vs Moisture Content Tested by:- Mulu Bekenfr Date;* 03/10198 Checked by: AtwhemAssefa Date;* 03.‘1Qi'98P.O. Sow 46036 T*l. 42 M 13-16 66 17-16 41 46 FAX (251 -1) 42 01 S3 MATERIALS TESTING ANO FOUNDATION FNVEST1GATION DEPARTMENT W.O.No : TMTArtB Ost* : WD9«B Project Arlo DftdessJ Irrigation Ftnsibilrty atudy Cltoil ; Ministry pl Waler Rflsaure-e Location: Ar|d D*d#SS-ii MB TWO Oopthl mji 1.W-Z.20 COMPACTION TESI Description: ■ Typo of Compaction :■*■ SiindJrd Maximum Dry Density (KflMl’j *420 NjiuraJ Moisture Gon tent (%] 15 5Z Optimum Moisture Content [%) 38 »5 Tested by> Gewhew Haile Dal*:- <13^0^6 CheCkBd t>y: At-rrh am Ass*fa Data;- OWWW kMATERIALS TESTI MG ANO FOUNDATION INVESTIGATION DEPARTMENT Propel Ar|o DedaiM Jrrlg*l ion Fuilirilfty study Client : Ministry of Water Resource Localfon: Arjc Dadesaa COMPACTION TEST 06 TP1 W.O.No ; Description:* Type er CompacHon 5!indi£fl 3 Mailmum Dry Density (Kg/m ] 1417 Depth | m) 1,00-1,$0 Natural Moisture Content (%) Optimum Moisture Content l?50 22J0 * ] J 1 1 1 ] J J J J ) T»»led by.' Mulu Data:- Checked by:- Abale Lwww Dart.- aftUXH Approved by :-J J 1 MATERIALS TESTING 4* FOUNDATION INVESTIGATION DEPARTMENT F.Q.Bdx 40034 TEL 42041$, 42M01 fAJt (3S1.1I <3015-3 ,<00^21 Projectj Arjo -Oeessa Irrigatian Feasibility study pro.tr Client : Ministry Of Water Resources Dele 3a/agrs$ Location; Ar jo « Dedessa Test Type: Triaxial UU Object : soil samples WlC AT8-7 Eirfic-i# N" CwpO-wl 0.30 -1.10 Sj^Dte CJiwMLan disturbed Initial Might («TWn| 75,00 llnittal cHanwtw , mm| IS inttui >r*A i.mm* > 11.34 i Initial- ealum* ■ CTT* 36 18 Initial Weight igml 147.34 rjqjk. dtaranty iflriycffil 1.710 Anal drr IgmF 113.12 Cry 3«ni.-y >jp-BXn*p- 1.313 Moi Mur» content {%) ■J SPECIMEN DATA J J 30.25 S profit GraviTr J J J 1 1 1 i I J 1 I Remirk , , q = LC fo-Vi) Chamber press. |KHim2| 100 200 300 C tKNfrn’) 0 < Degrees) Deviator Stress. (KN/m2) 222 27a 420 35 19 fwied by > fmeber Worknvh Date W»« Cheeked by .- Abraham Asefa Approved by D>tt > mw 1MATERIALS TESTING & FOUTfDATlON INVESTIGATION DEPARTMENT P.O.BOX 40036 TEL 42M16, *20601 FAX <231-1] 42000621 Project; Arjo-Dedesa Irrigation Feasibility study Pro. N“ TS^07d/96 Client : Ministry of Water Resource Date 30/03/38 Location: Arj- Dedesa Teal Type; Trlaxial UU Object ; soil samples -SreCWEW DATA TPflH hd ATH TP-11 |$«mpli ?r Dtfim imi 0J0 -1,50 *5jfHpIfl CCtfldUJiWl disturbed In4j| h»»>hl ‘mml re.oo iHrfJal’dlcmelt? immi 3a 3 rw .J mm ] 11.34 ImUal -cMurrw |nn/| 86.18 niHil WriyM IflfTl. 151,24 Bulk dBra.iry i-fifWeriMl 1.755 dry Igm;. 11fl 24 Dry Mrisity . DiTvem^ 1.349 Mature CisntaihE r*6l 30.11 Ramark P- Isocrflc Grawitf 1/2 (g-j* oj) , q * (oi- gTJ Chamber press- IKN/mS) 100 200 300 C (KN/m'l 0 I Degrees} Deviator Stress, ■[KN/m2!i (O|-CT,) 370 823 300 39 27 Tested -by ffiwiwf IVgrtneb Da re . - CbecAed byAfirabam Asr/a Apprwet# fap D j m- n»i. ‘JCTfttitfmaterials testing * foundation investigation department P.OrBax 40036 TEL 45O6tS, 4JM01 FAX £251-11 4201S3.4OO62L Project: A/jo - Deessa Irrigation Feiiifiiiity study Pro. N* Cltant r Ministry Qf Water Resources Date Tfl.'074I9B 30i'D9r9B Location; Arjo- Dedes sa Tret Type: Triaxlal LIU Object t __ sorJ samples SPECIMEN DATA TMH w3 AT0TP-12 Slmpia N* 0 20 -1.W Barrel* ewidWon disturbed Initial Mlqni irvuni 76.00 Initial dlarww rnwi| 35 initi* ma imm' I 11.34 Initial item1’ as,is Iriftl* Wrtijfil |gmi 143.93 Bulk danaiiy ifliTtfcmn 1,670 Fl nit ay Weight 19011 110 Drr daniity 1,276 Mc-.ituo GWllMflt 1%: 30.54 SMiflc Gravity Remark F= W ( 0n+ TL } . 0 = h7{a,- Chamber press. |KWrn2) (ffl) 100 200 300 C 3 (KNJm ) 0 (Degrees. Dwlvtar > iKWntfl 432 382 924 40 30 normal $tress(KN/m ] J Fesrtd Uy •' =rnebtf Worfrnob pate •’■ C*ec*ed toy > Abraham Asefa ( Dj e tWMMATERIALS TESTING -i FOUNDATION INVESTIGATION DEPARTMENT F-O.Ba* 4MJ$ TEL 4JW1J, 42D6G1 FAX |251-1J 420153,4M«2 1 ProjKi: Aijo * Dawn Irrigation Feasibility study Pro. M* T&.'074/98 Client : Ministry Of Water Resources aniQWM Location: Ar jo - Codes sa TwtType: Triaxial UU Object ; soil samples SPECIMEN DATA TFiSh mo CUB TP-1 I Smhpm hr" Depth jm| 0.10 -0.90 1 £ji^ip>+ corttfriiOT disturbed Mui Mi^hi imcni 76.00 InitMl «Htafrwl*r lfnm| 30 1 Krjl Iffl Imm | 11.34 IN Bad volume IciTrn M.1S iMfll WUQht Igml 142.24 Oulk i|#nflrty jflrrVGfT<i 1 650 Fn>l tfr, W«49hl T^ml 107-2 Ordorudh1 iflraVcmh 1.244 Mpiifiurw content!%) 32.69 Sp^Ufle Crarrrfy Remark P■ .q- Chamber pm. ^KNi'm2) {OJ 100 200 300 c (KN/m’j 0 I Degrees) Davlaior Stress F lKN/m2^ (fli-a,) 402 MS aia 34 27 by > Emebet IVorkneA Ditt Cfteckatf by > Afiraftam Asefc Pate •27Z0WMHATERUtS TESTING * FOUHDATTOB [NVESTIGATION DEPARTMENT P.OJKq 4M36 TEL «0*16, 42M01 FAZ r25L-l| *30153,400621 Praioct; Aq’D-- Osessa IrriyalEOfl Feasibility study Pro. N* T6-'074/98 C1Imi ; Ministry Of Water Resources □eta MM*™ Lociif*tk Arfa ■ Dwtaftn Tmrrti.: TriaxlalUU Qbj»ci ; __ sail samples JFECMfEN XM17I TP3M HO CHB TP^ M" iCtes*» inrt 0.2D -1.B0 Satnpto conteUon distLrnbfld Initial Might ,nvn| 75.D0 inltal alamaw rmm| 4 Initial araa [mm | 11,J4 inibal *tAima lenr'l 88.1 a Initial igm) 150.98 Bulk densJty qnvtrfi 1.752 Final ary Weight («mi 114-2 C*y tienatty (^nVcm^ 1J25 Mmtfura content (%| 3221 Spactftc Gravity Rimark P* l/3(<j -t-a0 ; , q a 1/2 (a,- a,) Chamber preis. (KNTm21 IM 200 300 C Deviator Str*s«« |KN/fn2l ikmW) 0 1 Degrees) fa-Cl) 340 420 807 37 25 Tejtfld by H/d+nefi □are ■■ 2&C3/6fi CflKfcetf t>y> Afrabam Otto 27/M/MMATERIALS TESTING flb FOUNDATION INVESTIGATION DEPARTMENT P-O-Hm 40036 TEL 420*1$, 4206.01 FAX (251-11 *20153,400621 Projact r Cllint : Arjo • D«s» Irri^etfon Feasibility study Ministry Of Water Resources Pro. N° Date T6£074£98 ip/ograB Location; Arjo ■ T»t Typ«: Triaxial LIU Ot|wt * _ soj7 samples SPfCfM&tf DATA $sn-®l* M" Sample condNfon disturbed InMai dlamaEvr Inwii 35 initial ’r-oiLiiT^w 86.10 Bulk dans-Hy l*!jm.<nr l r 1.785 Dry >teviTity- ■ gm'trrr'! 1,203 5o«>ifle OrarwYty Ramarfc P= Tesrttf by > Emeber WcwTrneft flat* -• '2&W06 CMcharf by > Abraham A sa/a iSatw ^Ppravfltf Datamaterials TESTING & FOUNDATION investigation department P.O.Box 40036 TEL 420616, 420601 FAX (251-1) 420153,400621 Prajut; Arjo - Deessa irrigation Possibility study Pro. N* T6-'a74jg8 Clhinit : Mintstry Of Watar Resources □ate Locailonj Ajjo - Dedessa Test Type: TriuJal UU oti|«i : __ so// samples SPECIMEN DATA TPfld K) OH0 l-p-12 Sarcctl* W ■D»p|h H 0 2Q -1J5 3Amfila eofiaHJan disitirtn-d InItili hnftil fram) 76,00 initial di*rrMt*r Imm) Inklltl *TM Imm' J 11.34 InlElal vcdyma JwttT- 66.10 lr.rj| Walght igaQ 146W Hulh dfti’iMi'fy l^m.'crrr'l 1.694 F.nH dr, MftidhE |^r»> 110 Dry dcrts •!> 1 Mirb'Em-'l 1.275 IfevMi.iri nn^fM <%l 32.73 Srivlty Rsfflark Clumber p<m*. (KWm21 p “ . U? (ixt* „ q « b'ifo.-o,) (Pi) 100 200 300 Dwiatux Stress, (KNftnZ) C iKWrn’i 0 (Degiens) (cttOji) 432 882 924 40 30 Tea (*tf iy -’■ Wof*/ni> D ,w T&WW6 C/F«£tedl>y.- Airjttam Asefa n ./. .'■ •27/UM65^1 — MATERIALS TESTING i FQUtf DATIDB [NVE5TIGAT10M DEFAftTMEBT P.Q.Bdfl 4003b TEL 420616, 420601 FAX J2S1- 11 430153,400621 Preset: Client j Location! Test Type: CHbjecl J SPECIMEN1 DATA Arjo - Doessa rmflfflUcn Feasibility study Itiniatry at Witar Rasou^ea Arjo - Dadessa ’htatat Uu sail samples Ts-'&r^ga □g/O^rSfl TP-EH MO MBTP-1 Sam**t V OiDiti mi 0.20 -1.W SimoJ* c^ndHJ-wi disturbed InKil ‘Might |mm| 76.00 In rtJ|J tfllratar rrrliTih ja 1 lnr^|l inj Imnr | 11.34 initial Mblurrw .Lift" as.i& InlEJl Hugh" i 3T"fr 149.00 Bun, d«uiiry iofTMiEjWT ! - 1,129 final dPf Wt^HC 11S.34 Dry iMfUiiy ■ gn^crn'l 9.339 liMMUm CC-nr-inl %j 29.16 5p«ll*C Rwnirtt R» Chamber press. ItCNTm^ <«r0 TOO 200 300 c |KNum‘i 3 1 Degrees) Dfivialor Stress, 410 740 m 46 20 Ttit^JV Dffi ■ fmuirtt > Ittv^rerr JpfW-o-vco' > _ fl w , .-. w**s»-i«rt■ I ■■1 ILA *?./'. -— j *1ATtKj.W3 TESTtBG * FOUNDATION ir»VESTlGATJO« DEPARTMENT P.O.Box 40036 TEL. *206 16. 420601 FAX <251-1| 4201 S3.4OO621 ProjKi: cntm : Arfo Dedesa Irrigation Feasibility study Ministry of Water Resource W.O N* Dnta Tfl-a74J98 30109198 LocaClon: De de S3 T«i TypB= TrlaxfcaJ Ctl : _ sort 5 jmptes SPfCWN 0474 TMh -*q AT3 TP 5 ■>a*nr « f* t«tfi Iml 0.39-1.10 lamcAfr CDfMlltton disturbed lA^Ml *w*7"*l ««"i 75Q0 iHrtlll i#*nwb»r mm i 18 InJBLal 4/** mm* 11.34 ftafflli *£rTi"l 88.18 InliU AiiqM 182.24 Bulb lM*iiiirY ■K’VCmi '. 1.383 FmJ dry W* ,« 'grnl 1214 Orj dWlJflfy- jnv-nr'l 1 432 Mcri4W4 ,-iXitainr 3i.-ir 3^+rirM: Orjfr'ty ______________ Rt<narb ? |/3(<J,-*!,) , 1 ■ 1/3(01-?!) Chjmbar prtn KNi'ml (a,) 100 2fc) 300 Cr 04 (Degrees) OiWlJtDF 270 360 iKN/mj'i 5*0 24 29 Ps>ra *■ iK* K N/rn * 4S « 130 — L ■•BWtfry —AOTIV A£WO« o.t. - w>™ p iW - iMMf5^ MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616, 420601 FAX (251’ l) 420153,400621 Project; Arjo Detfesa Irrigation FeasibiJJty study xs-graaa CiiMrt : Ministry of Waler Resource Location: Dedesa Test Type- Trtajtial CU Objed : sorJ samofes SPEC/WN DATA aojosi'ga TWBHNO ATfl TP 16 Sjmpla W" Dltidi imi (.10-1.30 3Jmpla condition disturbed LnrUil Mifjfil ImiTij 76.&0 InHIil diim«r*r !mmi 3 fl intiini«-» Jmm1 1 11.34 IrwtJil vMjiYi* ■'crTT ’i , 36.18 IntUM weight igmi 1S9.Z4 SuUi dwisiEt i9nv,rjnJi 1.348 Fliwi drp WalfhHpni 120.22 Dry iWMify j^m/cnr'l 1.395 MMhlH WCttflL |M 3.2.46 ■SeHKuflc Gnviey Ranurfc p■ L.T ( <j5+ 04 } „ q = IZIfffi-cjJ Chamber (wks. |KN?rn2) . CJ 100 200 300 C4 (knW) 0- (Degrees! Dvrtttt Stress „ |KNfni2!i f . 11 310 43a 600 29 31 Pare ptmura ■ kktiiz'. « 105 14$ jr w q S9?Si -r ess NormaF Siws<KNfm ) z TprJWtT? — ■*Ppru¥FtFi77— Dire > TOOHUtf CfttfcArtcf 2>x . - Ahra/ianr Aftfj Dili > ‘TOW/DS v. <■materials testing a* folthdatiow ihvestigation department P.O.Bck 40036 TEL 420616, 420*01 FAX |2S VI] 420153.400621 Project: Arjo Dedesa Irrigation! Feasibility study Pro. N* T6-O74JM ciisfii : Ml ntetry of Water Resource Date Loci dam: Dedesa TutTypt: Triaxial CU Otyeet : __ soft samp/es SPfCWEW MM TMHNO CHBTP4 9j«mpl* T imj 0,25-3,25 S-a/nni* condIU on disturbed Initial n*i>v 76.M initial dhmwlw 'mmt 3B 1 Initial RM iHVn ;■ n.u hniPlaJ Y-cUurfiB' ■’'ErnJ! 36. IB IrtfEhl Weight Igml 161.00 Bulk dfehkiEy igrrvcmn 1.3&B RmI d'v WtlfiT* 'f■' 124.3 Dry Etaniity igreverYP) 1.44Z Ri| 29.53 $p«ciflc 3ra'-iry Remark P* 1/2 t o + Qi ) 3 . q *1/2 (a,- ctJ Chamber press, fKWfflZ) fci) 100 200 300 C" (KH/m*; 0• 1 Degrees) i Deviartor S-lruS . rKWm2l 356 444 854 37 30 !.— ----------------- P-gre pcMSLrre |KNi'ffl2'i 42 106 145 Mte MOTTO* CftKftrf *bnhim Asefa > tcw?7.-oaMATERIALS TESTINC & FOUNDATION INVEETTGATION DEPARTMENT P.O.Box 40036 TEL 42Q&IS, 4ZD601 FAX f2Sia} 4201 M>W3<£21 Pr^Kf: Arjo Dttdesa Irrigation Feasibility study W.O. N* T6-Q74/98 CNtrtf : Ministry of Water Resource □ate wesm LoG-aUam: Dedesa Tot Type: Triaxial CU □&HCt 3 __ .SDffjMOpfM SPECW-V DATA IWBH NO GHB rp 5 SarnpM N* Batcfi iTni O.Jfl-1,30 Sampl* condition diiflurbed •’•Oil haipfti imtni 76.00 Irwtlai Jl»m»t»r |mmf la Inrtfcl ir*t I'ww’) 11J4 Initial velixn* lem'l 36.13 India* W<*qht i pm 1 158.50 Bull* dar**ity ignVcrn*! 1.B10 fMAl iky Waiflhtigm^ 118.24 4 D*y dana-ity IgnVcrrr ^ 1.372 Mp»itw» c a»dant f%j 34.13 Specific Gravrty Remart F■ L'2Oi*e>) , Q ■ J/2(a.-Os) C Mm bt’r press. (KMirtf) t^j) 100 200 300 C" iKWn/j 0' (Degrees) Da viator Stress t (KWm2) (il.-tfn) 380 562 880 26 33 —----- —------------- Pore praaswra i KHl/vtb2J> 44 72 105 J J J fty ■■ f Approved by PeW <• wm I I C^krtl M b^i- w**As^3 ? tMWM pMATERIALS TESTING 4 FOUNPATtCN INVESTIGATION DEPARTMENT P.O.flo, 4Q0J6 TEL *206is. 420601 FAX (251-1) <20153,400621 Project CM : Arjo Dedesa Irrigation Feasibility study Ministry of Water Resource W.O. M" Date TJ4I74I98 30/09/98 Location! Dedesa TmcTh>«; Trlaxiai CU Otject : __ sort saoip/es SFECMJEiY DAM StmpJ* N" 3>MTip#r SflruJHJflri disturbed IniUrl dlvmnv" £mm) JnihJJ rplunw Krn'l Bulk <gtwtfGrn*l 1.859 Ory <9*njIty /gMTUcm*] 1.444 Specrflt drfcvlty Ramark P» 1/2 ( U- Oi ) q- Chamber prete iKNi'mli (oj 10Q 2Q0 3« C‘ 0’ (Degrees | Deviator Slnsi, [KNi^l Bl) 360 444 610 21 29 Pore press urt 4KNUni21 32 60 94 t Tts red 6/ -■ cnw«f Hroflrne/r 0.M WN Checked By --J 6r*jTJm Aa tft data > ’1WWM Approved ttyMATERIALS testing & foundation investigation department P.O.Box 40036 TEL 420616, 430601 FAX |3S1-1) 42015^,400621 Project - Arjo Dedesa Irrigation Feasibility study W.O. N’ Client i Ministry of Water Resource 76-074/98 ip.'pg.isa Location; tJedesa TeetTypet Trivial CU Object ; __ soil samples SPEC.MEW DAM TPiBHNO DHS TP1T Swnple N" C^pthimj ft.2U-2.10 Sjfnpii condition disturbed Jnniji htlfM (ami 76.H ILnilkai alrmiur irwn] 3B InrtLfll >rni mm* 1 11,34 hnittali va^um* 86.13 IhHUI {pat lei.sa jjuik dvngrfy Ig^vcrn'l 1.B77 Fkul dQ 123 Qpy djnirtY igrrUcm'l 1.427 Kai hum coAtifii |\i 31,54 Spderfle Grayrty Remirk P• Chamber pro;. 4KWm2) (<T|? 100 290 300 C" (KN?m ) z 0’ iDegreQSl Deviator Stress. |KNUm2l (ei-ffj} 400 582 £42 29 32 Pore pressure |KNUm2| 38 66 110 Tas red by Worinen Approved Dita by Date > WV*W Chec**df DJ(B y Aic/a : liWt ■ "IMATERIALS TESTING i FOUNDATION INVESTIGATION DEPARTMENT FA&Oir 4OQ36 TEL 4206 L6P *2d<iOJ FAX |2S 1-1| *20 153,+DOdS I Projeti; Arjo Dedesa Irrigation Feasibility study Pro- N° T6 074/98 Client : Ministry of Water Resource date 30709/98 Location: Dedesa Test Type; Triaxiai CU Otiieer : soil samples SPECIMEN DATA TP 3H kO MB TP 4 Sanwlo Hr i mi 0.15-1.70 Sa-mpJf cvndiOoai disturbed Initial haighi |mm| 75.00 Utiiial dtWTwJa*-lr»uTi| 38 >«ial area W| 11.34 iMriJal !rarvnw Icn^s 86.13 fallal Weight |gm| T67C0 Bun danvICy IgmfGrii'l 1.330 Final ary Watght Igmi 123.14 Dry- danjity |flfrtcm l r 1 429 Morttwo c*Manc fill 31.58 Sp*t4fk gravity Remark P' Chamber press. |XNto»2) 100 200 300 C (KN/m ) 2 0" (Degree?) Oavuior Stress , |KN/m2l 253 419 MO 31 28 Pore pressure (KNJm2l 40 60 110MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT PO.Boa 40036 TEL 420616, 420601 FAX [251-1) 42G1S3.4OD62L Project: Client : Arjo Dedesa (rrigatJon Feasibility Study Ministry of Water Resource Pro. N’ Gate r^Q74f98 3Q?O9I9a Location: Dedosa Test Typ*; Tdixkal CU object : soil samples SPECIMEN DATA M* c&noiUdri disturbed rmllal dawHHLIF > HWFi| 3B J l^'Ual fcaturrai |c rr. { 16.18 iqmJcraiT 1.S25 Dry donaihy - gHVCrti”! 1.4-05 frWCtfk □•rivity Remartt Chimbflf prv*s rKJMiVnZ] P= b2(ir,+ V ) ] „ q = l/Koi-cr,) (*>) 100 zoo 300 □•vutof Str«il , iKNirnii Fora prea-iurf |kk'm2l CJ I'KNJm*} 0• (D«grw») (CT-- ff3) ass 42 420 5D 812 11D 31 » pJEfr WflPZflW 6/ > Abraham Asefa Dare > Oafe I- 1.0. Sux Tfl, 4} Qfl T3-1t 1 7- MATEJUAX5 TESTING -*N0 FQUnCATIO.N FAX (24vi] 4J01 53 INVIST1GAT10N DEPARTMENT Project Ar]o-Dedes5A Irngjcion PeasibiHty study Client : Mintsiry of Waler Resources Location; Arjo 0H N* : *'• TP * DEPTH :*«-H VOID RATIO VS LOS PRESSURE rested by T<ka Dai«: zinnia Chotkad by: Abraham As^efa Qad: 6iri.'$8 Approved by : Djte; a '-/AND FDL1MD.-iT1CN:NVI STIGJITIPN OEP“flTMEMl Promts: Clltni ! Ar]0-Dsde3i* ifrifrlEkifi F»*SlblBty Mlnatiry Of WlLrr RetuuiXfl* sSudy LqciiJc^: Aqfl BH N* : DEPTH s VOID RATIO VS LOG PRESSURE •i ■' fl 434 •l« fl 444- P| "■ 4JO Pl ■ 1240 Cc» 0.230 TTlttd by Tjigt Teka CXiiB 23JW Appr&vcd by DiW: CJ1ICM* &F A-bruMm 041* §i1MJ3M g? o -5 m II -n ICDiil .£?•:—z± z LU —" p «■ Iv.Jltt'f 4J :i 0* fAJC Il5 l-1p3 VI II- MAriRwj ifisrMS jw;> FftXATOM JfVtfTIGJlTIOM BfP*HTMIMT 1-frTill ONE CIMENSAXAI. C&MSd-.G* TlQW TEST SHEET AfSsOr^Mj LnSjFlidfl FMlfbllty AtUtfJf HAnlUry #1 Water AmCWH flw I DEPTH j j* a.> ipKfaart dtla EFCW£TE$T Od tempi* 4 Ring |gm| mh Spront Gravity (G | a 2.52 t- -jilt ar Rinn igm 11229 SjniQ»» D'lmvlrr DI .mini 75 00 ■ijM ar umpl* |gmj 147.56. S-ampi# Thic*nn> ;HJ Jrrwn) 10 30 h inc erf Qiy Simplfe |gm| 125 U Am *b ■ cmJl 44 19 . ahi ol India* Mqmium igm »4» i-j| McHalutt cvnranl {■_> |%? W <2 WfiluiT* (tf|> [cfnT Bulk Otr^-ry rftj <0flVcm 5 tt.OT 1 A9E Dry OiHfffy |jJ 1454 *1 Scbax : H < HJf 1’*,l Irr^l b q.jjj 11 »1 frturitfan: $,■ .:M,-E,yt.i%|____________ 1MJ3| > TEST ■ ?r Sjrflfia * «,rt9 *C-w 'W - of flry SjfhpU + ft-nj -C»n Igml I ii Ring - Car gmli ]j? on Ht.M IB? 5? - jl .Vat iamcH igmi 154 43 ifCKvSanwH 19ml ■i FmJl iVt Csnfainl |M..n%| .iliar tutliii £D^£n*!l!X< jUiM IV m.4o 26.00 20.24 WJT □var ail ivniinvrnt mm Vc*wm»chanb-ja i.cm’j Final Volmffig ^nn’l F-ial Sulk □w»ii> (gff*icrti3| Final Dry Cwisiirf 4grfn.c*riJ; Fin*i Void Ratw /a.; _ 2 007 12.40 75.37 1.034 1.591 0.490 AfiE.-o.rdJ 1 1 1 J 1 1 J J ] I J 1 I I I I B ?■ dcx :<i b2 -M> . *7 C«I 31 PAS >1 MjtlHuts TES-nhfc Wifi *OUMEAHDM cMMIJ-nGlTHH OEPAR1*EMT ONE DIMENSKWAL CONSpLlOATlQN DATASHEET Prgftcl : ArjoOtoMia imgal^n fiaiitk^rv smuy ClirM Minl&try fif W«lv Rucurcea p,flr N- T6 JTi5l Oiii MrtMl Lacilran Aqo £H Nf • 1 DEPTH: i»-i« SpKwntn dvia flEFWC TEST Watflht trf *jrr.pit A Ring |frn| Wtiqht a* Mrng gm;______________ nj.29 ■ jT»|l Weight a* igm i__________________ i|7 3*i SgHiflc Gravity (□,} 3*ma ‘ft Oi-amaier iDi mml 3-»m.p4« Thickn«» |H } iinmi a Weight fl? D*y Simo4t Igm i Wight of Mill M&cbjtfH igfnl Bnrtui MuiMub< GariMflc i Wi.j tSI.43 39 011 30 A? ■Araa iAj (tm | r 2-52 "S.JO 2(J frO 14 IB Vaiurfiv |V*i Km“F SB .37 Bulk 0»niity ipj 1.396 nry Dv«i*iev ip^ igmftm’) 1.451 iLnitiai- Vail RaUo •, ■ |Mpqh(-jr Sclkia H, a [irtiii^ iMuraiiQ* 5, • i,k*/G >^ j 1 < (%j AFTER TEST W*ighr &* Bimnit ♦ Ring ■Gan um i Wight c4 Dty Sarno I* ■■ fl:r 5 *can 1 1 WighECd Ring • Gan jmi fljlll 11439! 104 U WighE ol Wl Samcli rjm 1 Wightgi Dr-j Samel* gm- WtiQhCQl F«nai Maiiiurw ’gmi 117 30 111 00 142 32 15a 40 12B.43 16 M .Omi* all t*nl«mwfii imm] ¥QlWW»th*n«jfl {cjn’> FifMi icm’i r Ml Mwluri C onbinE U.j 1 %) 20 34 /'nak Q-r^ q*,, 1Mty , yrni Cfn r ihji yU!Cj RatiCi (a-J 2 aoT 12 40 rsar . 2 034 1 491 0.400 Fnl SaEuraeian X ■~|M,‘G, *>7 sOi dF "nlad tr, T lhJi T U t 7h«ct»db^ AMtMm AMrtl Cum felllM I■ J **. 4 h I'l.-h m I' •+ Bb 4 m JIIH 41 <• ” •il’Ai Ti’rw wmII^bIk'-ri p|«ARng| tff -out owe m tc i.*uir: clc atsicu ‘ eaiZULAHflM 1WEET ^-cwc- uKMcn Mt 0*dim ■mfljaan t ♦■■■b4ibr thidf tteAfiifty-O> *flal»r 4iaauici» fiH N" -FR □CPTh ■ 5*"Pt M4M4v> C. Ts :o li! >aH0ft4 a' mm d« s 539 At+da iRiiK Haight ln>!'»< VdCHdai-'a w a, ■ »□« mrn ft ’JJ Goe*pH>e^r cr -g NSOk'DA’iCN a kF" “■ fti*UL~-WM i -W- a.KB^nja ““ rW«4R¥ b--'K1H-i. -t- ■*. -b— ■ HW W = »™1" rrww- B ha ="■ ■« ."■MB - - t > 3i— • ■■i -nn ■3 ft 3» MTO o rsi »* . i fijrx io 'J m * i ,W ♦ 11 414 □ Ell ’I li t 11 TU 5-1 0 4<ii dfl J 541 1 K 1 311 ll»5 fl <o jso ;j 11 2P> r fl 11 .1 Jflft 30 •aztr 1 . ’W iw H KI 3 US Jftot n.m - J 13? 1.M U-Aftt 140 H 03 ii jrft I ? Ml J7 *9 17 m i 5 :-S \ £1 It v *-3 * fnlafl fti* -I-J uiiai .j»Kk*>frr iftaf-i" M«!3 □rt. fcllll rPr^fitl . G'4ii*ri Artf-Capita ■ in>allavi Faaiibliity itudty erf Walw HaidurciK flHH- M rva Aqfl DEPTH 4»J- ?w n Aravi Ai________________ — - 44 IE •■.*' — I . iKgonnuiaw jrvw prWMf* _ of^HTTluLl FEinHG wfi iHYrlTKriiTHIH ESEFKWWIW OhE D*HM»OHAL??N^L.OATiaH_rm lmib - nwt jimt hent REWHi Pr^»ci . L^fo-Dadaiaii irrijalipn >aa■ ibiIf/ si u fly CUMM! LsiBqn ifcnniry vl W*i*« H***d*c<s BH N* DEPTH : MVTVI a Sjmr. - rjidmita- fll rsfln mm Art J I Al M EB Jjmnid -hlffcnoaa Jll 3400 mm ------ ~ '. —■—3 L«rar rats- 1 1 IKq nn hangar jrrri unloamg CI&WMfil H' 2 1 Of fO <U4 i1 *71 CdLk iUrtii !*■- tr tf.iinl r t3H "1 r| J ,r '•■■Fira <dd Jit in » 1 1 CunvMVvi CmHImIbUtb Firfl Zu^v iMla* C U^uliin. 1 fl •"KTI'K'-' ripT|?-Bfl!-E-^ nmwannn i«^mflM4 Cd"pr**iii>i ia EHVfli*an n nHa "wi "" TW ** r*m h T! ■ i tern 1 Jt J -* . Ail jH ■JI vi 0 0. • 3.»; lOlTTXAl 2.W7 S »1I a 53 10 a.v 15 flJS fl.! 3D 3 1 •.fl 11 1 J t 1.11 1* 1 ■ 1 13- I 3.43 IS 3.1 Ti«td*y Tl‘W [Ml* ------ CiHHMd*T *££■?■" *Ht‘! -ApDrav«a D “’ ” J- ■_ Dll* 7 ZP O 44031 Til. *2 06 1 J--a fifi -’16 M*TERL*LS’tSBMj ANO FaUWATKIM INVISTIGAttOM OtPAR ME ■ **X I?*1'1'***’“ - Project: Arjo-Oedeasa Irrigation Fusibility study Client : Ministry of Water Resources Loudon: Aqo 0H N* ! *JB7P* DEPTH ;«3is-2.4 VOID R^TIQ VS UG PRESSURE \ K. \ nu^,. < =5---------- - 1 Wli PRESSURE |KNi7ti J j Tmt*d by TvgsJiJli d»u. ianaias Ctiwhedby. Attr.iham A^aata D»to: B,11 ti? B. Approved by fff. <■y* ” k*"y* 'WfcMg?1 P.O. 0ox4QOJ6 Th. 42 06 13-16 66 17-16 4S 46 FAX |251 -1 I 42 01 53 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project : Arjo-Oedessa Irrigation Feasibility study Client i Ministry of Water Resources Location: Arjo 8H N* : aib « DEPTH ;o-3M-4 CQEf^iClEN^ OF CONS 0 LI DA TIP M Vs LOG PRESSURE 7^ —------------------ i€OQO 2 PRESSURE (KN/m ) Tested by Tsiqe.Teka Dale: 23/10/9* Checked by: Abraham Assefa Date: 6^11f98J 0 iw Te». 4i M Ute H 17-t6 <• 46 FM <J 01 MATERIA. J TESTING ANO FOUNDATKX iNVlSTlCATiaN DEPARTMCmT Proftct Ar^-DtdetM Irrigation Feasjb«lity study Ci*tnt * MiMfry of Water Rrsourcss Location: Aqo BH N" : DEPTH »jm* VOID RATIO VS LOG PRESSURE •>3 OA1S □ M} Pl = Px- 12M Cc« 0.274 P«CJ$URE jKWm’l ThW by Ll"^ « r kJ 0»t»: Ch.cied&y. AbraMm.Mwfa O»t»: EJ12® Approv'd Dau; i“>SSiTwir-iinw p 0. 6<k 4«3I Til. 42 M 13-11 tl IT-Ii 41 44 /AX *Z 01 S3 “ATtRlAU ITSTlhG AN0 X^UWOXnQM INW UGATIO" DEPARTMENT PrujfCE: Arj&.QBdB«a Mpitfan Ft*iibilliy Clitnl : tfinistqr trf Wiltr Ro-sgureti Location; Arp SM N': **"* DEPTH ?a-L4 VOIP RATIO V5 LQS PRESSURE • t • « *T.O Oj = 0.575 •l * OJJS tg ■ G.M-1 M « B.JjKhll.J l«i.-«iMF|-rj Pnmn-ml|. ^.VKhn*ai ltd 33d vl P IM hl Hkl| HO 1230 Q.C4D2Z1 n.MOllT ffl'/KN 0.00O1ZM J DOOOO-ii n/fKN fl.5001107 ffl'fKN Ttslcd try TiiaB Teka Dilf 33n flraj AppfDMtd Uy .j'A CFiBckndby: Abrtharn Aiitto Dale fill 1^1 il*Wj. *P Tf-OT^SI MArr^i * c<impathh ikWiSTi&Al^N 3£P*rti««t M* Kiflm ONE DIMENSIONAL CONSQI IQATIQIhf rgsT Pr^ttl : rmflaiwr* FtaiiiiiHtjf l|L<i¥ friwrt . MtaUY of fftNr RaaounzM Location: Aqo SpKimtn data ecFc^ensT □EPTH: **■*" 1 Waarri ul sampi# -5 fl <-D Is ’’ 1 txe y? Spociftt Gravity iGj 2 $2 si filnLj jmi 112.29 ■Jjrnyi* niamaia-r Di -mmi 75 00 ftt^i ol lampAt igml 146 AB SirnCil* ThlEkflMS I.HJ 20.00 «------------- Hmm «l D> - Earno-a- ■ jmi _ 1Z3 AB Area ifli -U.18- oJ imUa' Mn«atun? 5m! J?Q0 S Voiufli* JV) 1 cm l 98.37 kvbal HniMvra |MJ |%) 2t U Bulk □aniiiy ip^j 3] 1m Cry □aniiiy |^J l^nVcm’l 1 465 ’"niusi '■'*:5 Hartio f -V (C Qj”t br 0.7201 Intent ol Scjlin H ■ a J |nwnk 11 G29 ■Hum JrtrtW 5 - |M/Gj'r, |\l too 33 after test Via 3“11 or s>- =f« * Hin-1 *C*n gm Wk^Ai ar Da Jimpu * l^'1 *Car» gink Wr ^fti al Ring - Cm Igml 336 X 3U00 IM 12 Om#p ail Lvcunma-nc iirim Volume gtianqo (tm]| FifUii Volumid Icmh 2 673 11 <ti W4-Jhl fil **■< 5*^1* '“gm 1 rt« ■■"■t al O' . gm; 1U.41 128.48 2600 2Q.M Te.M - 1 ?' F^al WC^Hurf -gm) Ftftal Carwant iMJ L%l F irMi Sulk - Dqns.fry 13 rnfcm’b F-nal Dry Ba^mty Himr-cm3!. •-■iui tfoid Ricio 1a,| ""-------- “■---------- —------ -------- - 2 03* 1 601 0.4*0 I ?Frtii San.n*«*7 S* * (IVa,|n. ■ C%1 i03.271kG r*<la --^ i« . I.-* *4 ri fu ti w WlhAU ncs"M^ MB rft.wD*ne« nvi|?4Jift<M aMTWIKT QWI PMM3>0NAL CMlOllOATM?* r«I nii mj &epth L3a*FD'fl njBiuipi ,[!l h*^»r jrin-ud! 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Abrshjm Asseja DAW. 5H1Z23P^O T^42M 13-1&66 17-16 ASFAX (251-1) *2 MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N° : c^btp j DEPTH :«m-i » C OEFFICIENT QF CONSOLIDATION V* LOG PRESSURE W-50 13M 1B0C I? DO ’6 00 15 M 14 00 U« 12 CO _____1 M.flC u r----------- d _ ------- L rL r rQOCC 2 PRESSURE (KWm ) Tested by Mulu geyene Date: 22i 10i 9g ,, Checked by. Abraham As s eta Date: 5/11/93:*|ta -•s rj*««v weicEXiv ;XqpM|3BM5 '■j.—~"\_■ X /-7 :«l®0 : fJfthQJdCltf tMH/Z? f>|n^ :«tO *q pot«l 6&ro OBE I Or* WO tit o ■3D E Bd *"d ft s3 ■> "« P. i. aris ,, Hldaa P41IH? - *N Hfi oUv s«jnDftfty JQ]EA^ |0 ? 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Gravity iGj Sampl* OlAfYIAEti* iQj imfHN Z52 T$ 00 Samnle Thsthrest iH ) immi a 10.00 Wt«gfiol D»y Sjrifll* :gi»| SIT 1 Ana iAl tern ] 44 1 Fl WsigM *1 ln>|i*l WiDiHurt Ipn) 41.41 3 Volume 'Vj i.0<n ) tft.17 Iniiiil Maratun conttnt |%] 35.42 1 ! 8ulk Ceniity io*] Igmrem^ OryD^nilty |p,j Cgnu^mj i.aoo 1.519 'imiiu Void Rsriiii ** ■ [C^'Pgi-i 'Haight al Sods M ■ M^t+s,> |rnm| b [FiwaiJ SaJurttiM S» * iM^Gj/t, |*t) AFTER TE5T or Sample* »-ng *€an igm VVaigM orQfy SJi-Fipis * R^nij -Can Igm) WaiqM of Ring ■ C**« a ml WalgM or Wai Sampto gmi o.a-H 10.5511 99.47 rtaiqM of gmi WiilgM *r F*iafl Hbtihjra Jgm) Final M-Jriiufa CMibrot iM , |S| 334 Oq JM.Ofl 1S2 42i 191 4B 117 at 34.00 HS| °*w lb' iriurq--------------------------- q chjpga cm ) V^lum, | r. m ‘ | 1 Blllh n»„„ , r F.naiD^Onn*,.^ ™ ? cm s i Fli1*s V*id -- -------------------- —■— I 025 B 95 1.SQ7 I 475 O.TQfl' [f.nti Safctiraljaa S, < ;M ‘G,|i^ j.%■! ; l TOi.Ei Tnhrtvy: TitatUM D«m: ctwcfc-dt*: OiM; iftG’lM’ li »■! tcsia > RMnAmi * :4-J *• PM ilii-ii iliiD FOu^*nOM Rrti“il*nCw BtFiUTWWT OMR ■ piMEMaiOMa^ Cj5Ha0uQ^rqH TEST eALei/urep* sheet iF^jacI jRjMMMH WjrtM FfcMiWlJr »IxhJt Ctwi Win auy q4 Wj|tf Rh4mK« Lscjriari BH N" 01PTM M’F-* J J»I-H LHIUMi tf3rt>-l>r 10! -■r ,‘•1 a* vaWi Hs , 71 M mm H»^E *3 »Md mm 'J5S« miTi initial VSKii n«s aB CDUPqCESIBIi.iT>' 1 CCFBFICIRImT qf cokMl dation ,____ ii fcmi»JiiMJ •’■sr-k" ^7 * ■B* ■ta h■ nA m 4 ti’-r-rt, ■ H# fl 4 4 4TO :d.m3c 1W ■* -• - D«1 14 □ W • M &.B91 11.14-1 fl - 11 21 if 17> 3 10 1*0 ? m 3 i« l.frt U 7|fc 4 FM ■H 1 41 ■ 1 ■ 7“ F FM ill a x*’ . ■» 3 I 'IHB 'm>_________ » __________ _ 4 Hu 4-MJK fl'll OEM 3 !M.14i ■ 37 >4 ■■ -1 7 2 SH u i it 1TM1 lij. am a fit L» 144 e.iu * in a. a ra ■ i3n ik wi I fl 3-J- J IT fail - . 4 14 2 13 ____ . - :W;41~M| I JW r 14 a m run q j4+ _______________________ ... - ------------- ----------------------------------- ---------- .tin i-tl *1*0 ■ir-3 AS pnSHRi •wa ■rtH 05 "wui oFfli *mti i «**& JrtuwM ueflaH I... L • L IM> «<flujr5 STS 1*1 S* Mfi ‘ iqi HJdJa MOW 'Wiiiwi] *d«i Olfj .uMrani ■MffiMVM rtlVM |0 Irjtu-H »Mflg *C*Oi Ajtf qm«J KfirfiuJi n»p«g ppy in3h3YlLjIe 3WU.' O^P' A tJi MflLiT^frtk.Oa ^MdiiHlmraSE iinHJid’dK Ha-.iT&JiMi wouvo*nOd atrr Ct iQtv Ci’aSEI Jfw W tl-t tt-li ■*,; K^»t □< rrnwutBCw< : i"r^a Q|d«uv ;mgiter * i**uy m w«iir Jmaurwi Fjuaibtfty itadf f>H N* OEPTH M™p> 3 31- fcW *.»■■ >1 __ 4JJI gm" jjrfrflit i ri.<»nf«* Hi 20 30 'io *u* "I*" alamtOT :Di ?P M t 1K a iMr^jr j T.hh t : I ______ _ L»rf. rjligProject: Aqo-OediS^a Irrigation Feasibility study Client . Ministry of Water Resou rcos Location: Arjo 0H PT”; oh-tp.fl DEPTH :m i« varo RATIO VS LOG PRESSURE<_feb| P 0 Boa T»l. JI 06 13- ifi K 17-16 « *6 F*J£ |2$M| *2 O’ 33 MATERIALS TESTING AND FOUNDATION INV1ST1CA TlON DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client ■ Ministry of Water Resources Location- Arjo BH Nc : ombtpio DEPTH COEFFICIENT OF CONSOLIDATION Vs LOG PRESSURE A /\ i«;ac PRESSURE (KN/m:) Tested by Tsiflc Teka Date: 25/12/05 Checked by: Abraham Assefa Date: 15/01/06" □ Bai TM 42 M iMI U 1 Mi 41 -i FA* ;2S1-H *1 01 » MlATERialJ Til TWO and FMJNOATKW iKs'LITT-IaPC*! MPAATMCMT Project ArJO'OedUM r^rlgaticMi Fallibility Hutfy CUin! : Mlni*vyflrWitttRrtfrurc« Location; Arjo 0H N-: **"■« DEPTH **-£« ■i ■ Q.t&a tj * UH Pl • HO P| • "210 0.240 Tnied by £*[ge_T*k| □iw: ad 2*0 5 Ch+tkfd by Abraham Aifrflj □at*: 15310E Ap-provia Oil*:FAX (Jll-H ** 51 U P.Q/a«W« ViLdMiMi w 17-ii« « wptwenT MAFTAlALS TE3T»MG JWiD ^flLIiaAJWN 'HVISTIGATIQ Project: Ctienfl Arjo<Oe(>oiia Irrigation Feasibility study Ministry or Water Reeources lOCaLwi: Arp? BUM*! DEPTH :UW< tfOiD WHO V3 LOG PR ESSURE « ( * o.yap PulMWmn 16-0 #i ■ p2|M.hr«a> iza e 3 3 D bGS P|rWM«l| ■40 ■ 4 * this* PiiHIW-ill tzeid 0.00038 5 M.,« a^i^i*e.| 0.9001 to fti/.’K N <■3* l*|**HP|-*l> G.&QOtUS M.f- * |i+e,j rH u.aoooGts mfaM Av$ MV1 PRESSURE JKWnr Tested fry Tsiflt T*kj l Approved b Date: 25ijJ. 05 Oatt; Checked by: A Warn AeieTf 0>t». lEfiliWzi Ek ..■^i—J » D Im aiMlfc T* *2 M It, +2 Ta=-» -M 41 DI 53 WiTERiAkS ?ES1iH& ii<D QyHB*riCH iHVIsntftTlQN n£*iHT*EHT c Pro|. W ■ DU- : T*^F4rt« CHE piMENMMALCmSOUPA'FiON g*IASHCfI PTD|wn ■ Aqo-DkIhu im|*ilM! Faan&<ll*r Hwdy C4M Mlnitiry of WiLtr IttNl&n Ago Sf4Clmin d-arj BEFORE TEST Wnght ol simpift Ring ftiiqhrol Bins] gm ffaighE Cl Ijnipl# lijrfll WvighC -?r Dry fill'Cili IJ^I Wrigh^r IihDaI Mci-acLFi |ij*n! Inillll JiOrsnjr» CQntiril (M,| |HJ BUM'. *al” DEPTH: a *■’■■ 2T1.3B 112.29 IS9.D9 11 b *a 40.Bl 34.ZB SpHC-flc GrJvalV |<3 J| Simp la DliffMlif 0 i m«l 1 $11*1*1 pi? Thieknais |H.J lirM1 Ar»j |A| Uffl'l b 75 JO 20 00 44 10 Voiu-m« (Ml jcm1] 40 37 Bulb Density i.p*| 10TT1’gm= | Dry Dtn-sity 1 P.l (gmicm’j 1 BOO 1 3411 |lfliilil VoM Riw *» - |Q 'd »- i t3 ! 0U€ |H(»ghE 4-1 1*1 fll H ■ H J WJ l.mmj t 10*41 jlmual Silura^n 5, ■ ■jH.'GJt*. ___________________________ 90.20 j AFTER TtS-T , Wu- jgtii ai Samula * fl> g "Can |^m Wftghcod Dr/ Shim0i * Ring -Can lyfHil Weight: 0-1 Ring • Cla l-Jffl| ft tight Ql |tmpl* l-JrfT! rttiqhcol Drv$in»» |graj ■Mtighi <ir Final MfeHuni Final Bsluura GOTlrnt |M,| j%.j [Final S-i^rHiun . S, ■■;W- & KaiJ i^l____________________ _ 335.00 301.00 ’•2.12 »« 40 til 40 34 00 n ro _Q*a^ all iaiin-mofli imm| Volume thing* i cm’t JFinai 7ciun»a Itmh Fina] Bulb Dantiry igmJtm’j [Final Dani iiTy igHnicmJ) final Vn-tr Rj(io i*., 1 ------------------- — 2 02? B,95 79 42 1 910 1 Jll J loijz Ti*!«f On* iilSH B-nr-i AptmDV^rj ChicMBv- ifrThim □it-: -^L*0 lai*HM Tv. J J ttJ«rNi>L9 IF—. ES-™, FH-Q JUhn.*1 ^ayitaE^a-TSE**"- n.f. DMtNiicM.i EOHiakiatnsH^m etLcumiajj-mtg: *q»-0rtMU IrriqaWi F«MWF ,rud’ «4*l Hwiitry =-■ W«te> Rr+^c*. LscMtan. *rj* Qi- N" depth 5■ radi JiT-ri-T iE' ~7TQg -rtffi Hi-qW m-_____________________ ; Hi <T T1 - Init-fci ndD_aJk CiM0*E*5l&'UT¥ CCIe-FicTemt qf cdhSOlSaTIOH 1 M M& U TIJ I Ji3*0 . Jj-’V f T*Z 7 1EI .□v« 6UI n i* . '?.|T7 i? iJJ if 5i If 194 19 471 19 W& i t * 60 iv 2Bfl ,T 4DT *<iprc.-M qy DataFve4*N r«. <J 6*'i-iiiU ir-it ■! Ji IM.aHI-II 42 I' 14 MiUrtUkl 1RJ- MQ A.O HXiHUHQft 4nftSnt*TMM OE^*M"M<Hr P?Cf«ei Jlrja C-*dii.p j Irn^iliDi * Mobility a-lvd? ClLmt Mtitty dF tfattr BUNICH Locaspn- Ar^a Sjmpb u».-n«r*i G X? 30 -m Ara a iAI U -I| c^1' tivnE-la ShiEhE- MS H1 flH M* O€*Th «*‘M 20 OG mm |Lhw ?ll» » IM. j -'n t ungar -arrri df*MUr* _____ UWIWG rcn-4^< a, r 2 1 t 1 « IfctAtl E- 1 IH'B RLi“*C '.AW . -1 j il •ipvH 52 Ga M n ■■l.ir^Hi 4*1 ’W 330 ■ j*2 i* - 1 i OQQO □ □□□ 3 305 Z BE fl 1 fefcQ 2 350 □ jsn 3 30D i ^in 2 EQ QI 3 i'll 1 no o.ooc i Ton D.JHi 2.‘70 2.2-4Q 0 OH O.iJtO 2 iw ■■ ?"■ >4*g i IM z m l MB r *<• _____ 3.470 • ZW TOifi Z 732 ■J an o *?Q TQ7fl' a754 a <3j fl MO : '7u 2 ra-i flaoq 2 I 50 OMID Z fifiGWir«PLl "Einw rcMH>nflRi WjnQJflO" Xf***** “r AwE DM6MS»QW*L !- QNS£L C±2Z2«_CfiAI L Pr^j ji" ' Ju- q-twoi-iiij tzrljiiiflMfi FllPb®}? a JufiT" Cliiftl Mltwviryal rtiar ftiaairEMi tiM N9 1—1-1 LmHen: Aqo DEPTH »»■ »» baa Al 4+1* 4QW fewM* rate UMLCvkOwa ? 1 1M-3 «n ftariyt* ■!*■* jroaauro ar =Jn-Bla •n.ch-*« irt> _____ _ “ £»<*■*■ hl K* a l * 9- niAM 14 ■ l-=j ts*« <4 J st ---------------------------------------------------------------------------- C-jFl.UE’jS ran raid i; nfni>^i ? £v»"w*aa¥a r.J^CPTeiiP' JM a-a-tf? ■ Arn aX i.ais JU« CvruHiiiniv -JI Cumui*n¥t CfifflpCT-l M* h n ■ ■u. l> ft 1 61i t 6 51 2.441 ■& a.it 6 41 ll> a.3*' a i 4 31 DI 3T1 i> 11 1 , 1 T! 1.41 4i . ■! 2 hie by: Djw BmM *r Qlta: <*mr-«*hw ■-.■■■ • <u»u feifint BHPW fr»U< Approve Quia V. *,Laio ■ n« stTTLEME XT .wmj amataaignH Prejwi IrfiHfeHM-l imfllMn F««iibltty alud? Gil«*t Htttivy al W*wr Fta&M'Cit Uo?»wn M]0 SiMipta 3iarr.|iifs- £li m-n Araa Ali PH M* !■ ***■•* DtF*fH IWH* M.1I cm Sample Ihickr-waa 'Hk l»*ir UXLQilBHQ »1 IXj-nn hjn.-5.-w grv»« z-raM'ajrv 3f 2Q DO M □■craawfii h" 1 1 WES 1 A * • ------------- 1 f 0f» (.-MW l,*M >1 4 P'+lli.™ JiL 1J+ M^no^0« Project; Arja-Oedasia Frhgatlon Feasibility study Client : IMfnFa&y of Water Resources Location; Arjo BH N* : ****’ * D6PTH :t.io.rw ygrp R A tip mCfi Pg E 55 UR E \ \ fl X PRESSURE IKNW) Tasted by Data: Chocked by: Date:P.O. BordW36 Tai. « 06 13-16 6E FAX (JSf-V *1 01 53 materials testing and foundation invistigatiqn department Projacl ; Arjo-Dedessa Irrigation Feasibility study Clitnt : Ministry oFWaler Resources Location: Arjo BH N* : *BTpf DEPTH Z 0.20-1 50 COEFFICIENT OF CO-NSOUDATrQN Vs LOG PRESSURE Tasted bv Mufu Beyene Date: 22/10/9$ Checked by; Abraham Assefa Date:; 5£i1i»MBu»'<KQ» r», ij M 1 l-IB 4| ITrlt x| FJkK IZIT-1J« £1 $3 i*TERl*kl TEitlWG Ahfi *QUWg*TK?M ihrviSTHSATICN DEP*flt*t«T ’roytct Arp-UftftlH Irngailon feasibility study * 1*nC : Miflltfry Of Wafer R«jqwcm .DGHJftfli Arfa 8M H* : DEPTH VQIDHATIO VS LCG PRESSURE e, ■ <1= o.saa o.aio P| = 540 Pj * UK Cc= le.-e^iftgiPuP,) 0.231 * Tvittd btf Hulu 5*y*ng QaW: WW Checked by jtofci?. date: 5^31 AflCroyod □ait:a" 5 s. 5 M E Cl s? U _I <St 62 32 I- . n n H 9- ■0 h. flP D. fioi 40€jl rn. *i “* ll*1S (i'tf-ft -4 FAJ! MATERIALS TESTING >w rOVUOATIQH irVIST»G*TICH* ^FARTMEN 31 “ CHT Projacl Arjo-Deifesa J Inigatidfl Feasibility study Cfthnt : Ministry ol Waler Resources Lacatwn: Arjb VOQftATlD V-S L-3G PRESSURE DEPTH i.»' « 3 S.BIfl * a = tJJT *■, ■ J.b-l-O »4 - 1.110 •n" le^KP,#.j Mrl3 *.id1*»d *.r" i^n-s.i P lift*-ji HQ Psijlmmji 520 PlLHHJW] t4° ’210 0 MOT* 0.500112. m=JKM O-CHjOlOiS 0.0000+46 rn’jKN a_ooaii3z m-iKAi TtlM by Mylu Styena Date: Ch«kcd by: AbOhjffl Awli ^te: anvtt Approved byI w £•P 0. B«X 4W36 T*L *2C11 &-42P601 FAX (2S1 '11 43 <» S3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT pfQtKl Client Location.: CHKKrlptiMll Ara- dedase Irrigation Fesubility Study Ministry of waler Resource D-adesa Lok* Bridge 1 sand GRAJH SIZE DISTRIBUTION * ijfjyrly m CDbtrt Gravel Size Sand 5<ie Fine Grained |«.fcau^| Rnt Cnra | M«-jm | F^e SJi S*t dly S>ze Gr>ln SLz» (mm] TeStSd Vjf. T^ige £ Hulu Date : 1W7.1KI Checked Dy I Abraham Assnfa Dale: 12JXJ7fQ6 -r^ * ■- ■ -C,fr.Appr(atfetJ _ *ftv.O/Praj. Na dale rr.o74.-9fl u-—2! --- ----- ZJ P.O. Bci T<l. 42061C-420601 FAX (231 -13 *2 01 S3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project OMl location; Detcripllwi: Arjg- d«d«sa Irrigation Fo suability Study Ministry gf water Resource OkIbm Loko Bndge 2 sand ________________ __________ GRAIN, SEE DtgTRlBUTION SiMCfflc gwicy J-j* Tnied by; Ts»ae 1 Mulu DM :: 10J0T,M>6 Checked btf: AbraHlm As;qf j Mt: 12J0MWx Qa. CDgJ- ■ =r" >____ _ ______ z P.O. Box 4T<|J6 1*1. 4-10618-410501 FAX (351-1] 42 01 53 materials testing department ano FOUNDATION INVESTIGATION DEPARTEMENT prci«fc Client Location: Description: Arjo- dedesa Irrigation Feseabillty Study Ministry of *ater Resource Dedesa Borche No 1 sand ______________ _____ ______ GRAJNSUE DISTRIBUTION ■SpwlAc gravity | Lil __ ___________________________ ____ (j/aval Size Sand Size Fine Grained C«rw|W^[ -rw c Cgww | Me-: [ F n« 5-zw Cay $•« T.»l«d br TiJq*4 Mylu Oa i, . 10f07W6 Checked by: Abraham Assafa Da": 3&WO6W.QfProj- No 0?[H z -J J P 0. Box 1JJK5 TH. FAX |351 -1F -42 01 43 MATERIALS TESTING DEPARTMENT AND FOUNDATION IIWE5TH5AHON OEPAATEMEMT projBCi Cltarrt Location: D^senpdijn: Arjn- dcde-s-a IrrigiiLian Fflst-ability Study Ministry <?f water Ftesource DMtesa Borthe No 2 sand GRAIN SIZE OBTRIBUnON Specific ijrjM-'y [ L15 Tislri W Pali I Cb*At4 tiv; D*«: Tslfle S Mufu 1(lW7J0t Abraham- Assafa 12?B7i56- P.O. Box 40036 Tel. *2D«16-*2O60l FAX (251-1) *2 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT prOjiJt-Gt Arjo- d«d«a Irrigation FaveablHly Shady event L<KJtkw; Ministry of water Resource Dedeaa Daxcriptun: Borcha Na 2 sand GRAIN SIZE DISTRIBUTION 5pefr<lc anijjljy" CcbCMa Grivel Sue Sifid Size Fine Grained ; CWM I | F- n# ZiMrta I Wun ] Mt S*4* | City III 1 GriLn (mm) Tilted by: DU* : ChtcUd by: Dit*: Taige&Mulu iMwroc Ahtjham Af «fa la.'PZiXJC ■'WP'nved . * Ifa. 4-s—1 MA? ERJaLS test150 » FOUNDATlOlf INVESTIGATION DEPARTMENT P.OJom 40036 TEL 420616, 430601 FAX (38 Hl 420183,400631 Praj«t:. Arjo* Oedessa Irrigation Feasibility Study Cllmt : Ministry of Water Resource PrOj. W □ at* TS^74,'9a 3oro?/ga Lwatlon; Arjo -Dedessa TMtTypr Direct shear OtiKt : __ -Sand sample SPECIMEN DATA 1MHM loka So-fcr-a Ean-I0lv w* 1 Cepfr lm| $ampi* ioridllkin disturbed inUhwfhl |mm) MjM li-iiti>1 atj*T!*C«r Imm i 60 IhMN are* ifflffl*; 35,00 Inrttal wcay™ icnrrh 72 Inrtiil W*i«M 109.60 ftuih dwniiry 'grryemf} 1.522 FlMi dry WftflhJ |gm| 1024 Dry dfcrwlty Igrrvcm^ 1.421 Wdrtttu** CftffUM <%l 7.14 ^i^Mciflc nJniMlty Normal airtM [KNi'mai add 200 300 G 2 iKNfm ) 0 (Degroir^si Shear atreas ■KN.'m2^ 20D 304 54B 4 60 T«iM by > An»Jiy Abode Uar- i> 14*07.« Cih#cfr#d by > Abraham Asefa Data Side 'vMATERIALS TESTING fr f tlUNDATlOIT INVESTIGATE* DEPARTMENT 4MJ3$ TEL«M16h 430601 ttfOSHI 4201S&.40U«l Prefect; Client : Arja- Uedessa Irrigation Feaslb'>>>¥ Stud^ Ministry of Water Resource Pto|. N- Da1* T64)74/M jo/o9/ag Location: Arjo -Dedessa Test Type: Direct shear Ob|ect : __ Sand Jimp/e SPECIMEN £WTA Sjm.r-1* N" 2 JjimplB d<2-Hdill0*1 disturbed ihiqm diam^ier rrnmi 60 InftlRl VQJuxna itiTi'" 72 SiA dlrHJIVy igre G T'l en 1469 Cvy i grnjcrn’1 1.436 S^-e-:.-flc 'UrBvilV Hormit stress |KN?m2| 100 ZOO 300 C [KN/m2 0 (DttQr^esi Shear stress jKMIMi 216 33S 9M 3 62 Teatetfby -Art* fey Atxbe Dar« ;• 14^7/Ofl Ortckid by > Abnbm Xieta 0» ai ‘1W7AHMATERIALS TESTCTO FCHTH DAT1OJI ]TTVE3TtGATlOlf UEFA^TM KNT IHmtI 4 -tLHJjTXru J. LrJ L BL1 "ar 1 r««------------------- --------- P.O.Box 40036 TEL 42D6It, 42M01 FAS |fl51-l] 42013^,4006 ProjKt: Arjo- DedBS»a irrl-flarIon Feasib i I Ity Study CtaTt : MEn Istry □! Wate r R*source Lwillon: Arjo ■pedassa Froi. N* Data T6rQ74;gp 3o;o9iga Tt*LT' T*: p Drrectslwar Obj«t _ • ample SPECIMEN DAM SirilpW hT 1 3wn0t cfirtdlEHMl dlsiur bed IrtrUfl dlkfflrtFT Irwn) go lrt>Ual |«T) 72 Hulk. Sifni -TF n^'C-nr'! 1.559 Oy -Jin inly |gmJcmlj 1.446 Specific Ctf-iviEy Nd mil lOWH 1KN.'m2j too 200 300 C fKWm l s 0 (□dgrflesji Shor llrw [KWmil iae 310 520 4 59 fry ■- Atishu Qatn > 14f lNN i/ :■ A bnhtm Aatfa Dais > ‘Jfl tfMMTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES arjodf.oessa irrigation project FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix F: Geophysical Sn rvey Muy 2007 WHIR WORKS ffllKMm "mTMI7S MI1 IS lmw w 1 P.O Ekvi 25^1, Add ii A'baha F 'hi.™-, ... .................. *-c ce|cci3rn ng] e1Abstract A contract agreement was signed between Construction Design Share Company ai> Geological Survey of Ethiopia to conduct geophysical investigation (re-fraction seismic survey and Vertical Electrical Sounding) at Aijo-Dedcsa and Gumers irrigation project for darn site investigation. As part of the agreement Vertical ElrctricaJ Sounding was conducted at 10 points at Aijo- Dedcsa between June J 0 and June 20 2006. This report presenu the results the gcophysscal investigation. (Vertical Electrical Sounding) conducted in tire area. The interpreted resistivity layers are generally correlated with the neighboring borehole togs. The thickness of the overburden is estimated to be £2-17m at the spillway and about 3m at tlie dam site. Al the saddle d^ani the overburden is assumed io he very thick (greater than 40m), Electrical imaging it recommended tn addiiicw to the planned refraction seismic Survey. 21 4Table of Contents Page I. INTRODUCTION-,—* I . 1 E £R-^kl— l_IIJLJIBJ.il I B I - I ■ ■ -■--■--■.> [. I. I Location and Accessibility........................ 1.2 OBJECTIVES.. P_*, GE-0 LOGY ■ ■ Bl ri 111 Bl PB Fb r-i - F" lb L— J a i b bj b bi b b r-i b r F, J J ■ LJ J i __|P.BBJB,PBB. + + L B J .L B B I B B , + . I L J. CtO PHYSIC Al- SURVEY.,.,.,..,.**.................................... ********** 3.1 SURVEY GRID AND VOLUME OF WORK...................................... 31 VERTICAL ELECTRICAL SOUNDING (VES) 31. i hscrwiencaijon and. field p^cedwrc............................................. 311 Data pnnssiiig and pnsenlitiort.. .....3 ...... 5 ....... 5 ................. 5 31.3 Dau quality.... 4. DATA INTERPRETATION „„ 1,1 II I 1 r-l B I IB................................ J--------- -------------------------- --- r ■■■ ■ ■ B B B I I I L B J X -___________ Spt I I — J..... -irii ii-ii ■■ ■■ ■■ ■-■-■ Dani site, Left bank. .................. Riglil bank 5. CONCLUSIONS AND RECUMMFNDATJON **..... 10]. Introduction 1.1 General Ll.l Locution and Accessibility The investigation site is located in the Oromia Regional state, about 540km fro Ababa. geographically bounded by 36 38'5O”E - 36 41 34 E and 8 32 34 N 29'53’"N (Figure I.) Il can be accessed after driving about 460 km along Addis Ababa -Gore asphalt and all weather road Turning, to Che right 3.1 46iJ<m from Addis Ababa, about 80km dry weather road Scads io the site of investigation. 1.2 Objectives The main objectives of the geophysical survey are; - To determine lhe name and depth of Lhe bed rock - To estimate the nature and the thickness of the overburden -To determine lhe natuxE of geologic structures if any 2. GEOLOGY The area » »v««j by volcanic r«k of b s ajfal1 Rorc|lQle |Qg . b ln "-at< L lhai. bulall and trachytawll are the dominant rocks on the left bj4lk yf t, Ike right bank, however, trachyte is the dominant rock Mn f r ■■ Ctwdentcfy to highly ftKUired and the fractures are gene rail mineral* of diffcrtM color. °n ’ lus^ ol these r-ivi Lc I I i I50' _____________ ____________ _________ 36* 4L 34' r Fioure J Location nnn nF tho a^3. Geophysical survey 3.1 Survey grid and volume of work Vertical Electrical Sounding (VES) was conducted al 10 points, Two VES observations at die spill way, four VES observations al [be dam site (two VES observations on the left bank and two VES observation on the right bank) and four VES observations in the saddle darn area (Figure 2). The following table shows the UTM coordinate of the VES points and boreholes with their elevations. Table 1. Coordinates of the VES points and boreholes with their elevations. Arjo-Dede$a VES No EASTING NORTHING elevation remark 1 242437 941861 1368.9 2 242560 94J 729 1377.6 3 243084 942307 1342.4 4 243129 942340 1329 5 244858 942446 1357 2 —— ——— 6 244620 942505 1359,2 7 8 Ci 244352 244079 942738 942062 1352.2 1355.5 ---------- —--------- AD4 243264 243048 243103 243166 243226 942549 1325 ] 942)15 942299 942370 942525 1351 AD3 "ads 24331 3 , AD6 AD7 ADS I 243602 243070 244259 1365.8 13383 ’ ADS2 ADSF 244748 1347 242560 942643 942642 74237IJ 942853 942503 941725 1354j_ 1377.3VAMA LEGEND JvES points • *“Brehole location Spillway Saddle dan Elevation contur HAMc Figure 2 Location of3.2 Vertical Electrical Sounding (VES} 3.2.1 Instrumentation and field procedure Scientrex made TSQ-2 Transmitter, IPR-IOA receiver and 750 W motor generator were used for the surveys The Schlumberger array was applied for the investigation. Ln Chis configuration MN (polendaJ electrodes*) are kept fixed and current electrodes (AB) are moved outward symmetrically in steps At some stage the voltage difference between MN will, in general fall below the reading accuracy of the voltmeter in which case the distance between MN is increased (Figure 3). The maximum currant electrode separation was limited to AB/2=22O-33Om due to topographic problems, «---- AB/2 AB/2 AMN Fijuix 3 Schlumberger ;>rray conJigumlion B 3,2.1 Uala prtKcsiinp and prCKnlaitonThese layer parameters were used as initial model for more computer aswslcd iterative interpretation to obtain the final layer parameters. Finally, the VES dan art presented as geo-clectric sections using these layer panunetcra (resistivity and thickness), The geoelectric section of the spillway, the dam site and the saddle dam are presented in Figure 4, Figure 5 & 6 and Figure 7 4 8, respecti> ely. J,2J Data quality. The data quabty of Vertical Electrical Sounding generally depends on the topography, orientation of the line, ground contact of electrodes and instrumental error. The ?U]o-Dedesa dam site is generally characterized by ragged terrain and ground contact of electrodes was poor, which is assumed to afTect the quality of the dau. 4, Data interpretation gravel. The third thick (50m) layer that is characterized bv m may comprise highly weathered and fractured basait Al the bottom the resistivity raises to 77 Ohni-m due l0 decree : * jnd fracturing of the basalt. 6 The interpreted VES results are presented in the form of sections (Figure-4 to Figure 8) and also summarized as shown in Tables (Table 2-Tablc 7). Lnhologicai descriptions of the resiPivity layers are taken from borehole records in the vicinity of the VES points Spillway Subsurface information for the spillway area was obtained from two VES observations VES-J and VES-2, located in the north-western and south-eastern pan of the spiJIway * respcciively(Figure-2) VES-1 which is located in the north-western pun and relatively at lower elevation displayed four resistivity layers (see Figure 2 and appendix), The top layer, with 12 Ohm- n resistivity and 8m thickness, is assumed io represent the top thick soil horizon. The second layer having 9m thickness and 22 Ohm- m resistivity,s p ,cd ta v oinprisc -''^resistivityO|- mv«-> 7 T - 1340 LEGEND LKfi Ell'ty tcindy Clay SUghtLy to nwUrtWy u««thvrHd touchy basalt I Nghty trftdhjr- a basalt fcntf rCoUatf d ettn slty Bendy flr*W hdQj^y fructared and weathered tr-achy basalt Figure 5 Geoeiccric section under VES-3 and VE$-<Right bank I l I I L I L VES-9 and VES-lO art tooled in the eastern pan of fl* lLu]1 5ttf bct"cen bcirch and AD$ ( Figure 2). Four resistivity lasers are delineated under VES-9. These layer? exhibit very high resistivity values (1460-^700 Ohxn-m). The borehole log ADS describes that thick trachyte toody under Lies (he vicinity. Fractures observed on the trachyte are filled with white mincrals- Tl« high misimtyobtoincd suggests Uiat the degr« of wea*CTinB and fracturing of the underlying trachyte is lcs» in (be vicinity or the fractures arc filled by high resistivity minerals like silica. Figure-6 shows the four delineated resistivity layers and their possible lithological description. YES-IC is localcd al relatively lower elevation towards the Dedcsa river (Figure-2). The four layers delir.Mlcd under VES-LQ are characterized by very low resistivity compand Lc VES-9. The top 14m layer having a resistivity of I 5 Ohm-m comprises silty tidy. The second 643 Ohrt-m layer is 8 Irt thick . This layer is asaocilTed with slightly weathered trachyte. The ihud layer which it characterized by low resistivity (58 Ohm- rnj is very thick {4 5m>. This layer ik UUntogic ally smerpreted as highly withered trachyte The rise of the resistivity to 195 Ohm-m of the bottom layer indicate the decrease in degrtt of ^enlticnng and fracturing of the iruthyie with dtpih Saddle J'S hi The Gear VE5 points of the saddle dam M distributed in aucll a Lwo VES observations (VES-J and YES-6} conducted olcug tUlHii pad qf the ttddfl0 dun. The other two V E$ observaiPOJli v fc g ? ; follow the NE-SW orioiW North Eastern pui, of ihc saddle rin n ,L - much irigure 2} Five and four resistivity liiyen are displayed under VES 5 m j (Figure n The iop clay layer is hu te 4 ?m lhlck Underlying 1,3-2. Im ihiuk gravel 10 fiSE-WNW ori— oriented south KJRight bank VES-9 and VES-10 are totaled ip the eastern part of lb* <Um sicc between hcreho and ADS (figure 2). Four resistivity layers arc delineated under VE^-9. 1 best Is y exhibit very high resistivity values (1440-8700 Ohm-m). The borehole tog ADS describes that thick trachyte body underties the vicinity. fractures observed on the trachyte arc filled with white minerals. The high resistivity Obtained suggests the degree of weathering and fracturing Off the underlying trachyte is less in the vicinity or the fractures are filled by high resistivity minerals Like silica. Figurc-fi shows the four delineated resistivity layers and their possible lithological description, VES-10 is located at relatively lower elevation towards the Dedesa river (Figure-2). The four layers ddincuied under VES-10 are characterized. by very low resistivity compared Id VES-9. The lop 1.4m layer having a resisiivity of 1S Ohm-m composes si by clay. The second Qhm-m layer is 8.7 m ihick This layer is associated with sljgjuly walked trachyte. The Lhsrd la yer which is Characterized by low resistivity (58 Ohm-rn) i a very thick (45m). Ttiil layer ii blhotogitally interpreted aj highly withered lFuchy[r Tr.e rite of Lhe resisiivity to 195 Ohm-m of the bottom |3yi;r indicate the decrease ■ n 1 degree of weathering and frac Luring of [he truthyic w i ch depth j Saddle dam iwc VES Otecrvji'On, v ES-5 uid V ES-91 cimdmjed alqhg ESE-WN \ t V '* ‘ [ CUMQ pm of the saddle d i.r, The after tw V £$ obttwttio™ V F.S- ’ ”' o I. _ futl^ lhe ME-SW merited Norlh Eastern pin af-he 53d !i. . .... f ' (Figure 2s dD 3nd VIl . ^-8) Five jrtd four resi sUvity Layers are d i splayed under V ES- 5 and * ( (Figure 7>. The lop clay Layer is I m lo 4.7in 1blck Ll ndcr| I 1.5-2.1 m thick gravel. L co ILow resistivity (16-17 Ohm-m} layer of 32-34m thickness is inierpret€d 35 sandy £raVcL' highly wealhcred and decomposed and saturated basalt. The bottom 50 to 75 Ohm-m hyer is assumed to comprise highly weathered basalt. Four and three resistivity layers are delineated under VES-7 and VES-8 respectively. The lop 2,4 -2.7m thick layer is interpreted as gravelThighly weathered trachy basalt, At the vicinity of VES-7 the top 0.6m is covered by silty sandy clay. The second layer from the bottom is 7<5-80m thick. It covers the northern part of the saddle dam. The resistivity of this layer is between 36 Ohm-m and 44 Ohm-m as observed under VES-7 and VES-8 and it is interpreted us highly weathered probably saturated trachy basalt. The bcLtom layer whose resistivity varies from 93 - 137 Ohm-m is assumed to comprise moderately to highly weathered basalt. IIT— r—■iTable 2. Interpreted VES Result! of spillway, Arjo-Dedesa VES-1 ____ ____„------------ —--------- -| Layer No Resistivity (Ohm-ml Thickness (mJ Lithological description rcmarK 1 12 8 Silly sandv clay (top soil) 2 22 9 Silty sandy gravel — J 38 50 Highly Weathered basalt 4 77 Moderately to highly weathered basalt VES-2 Layer No Resistivity (Ohm-m) Thickness Lithological descriplion remark 1 217 ____ 1.2 Gravel/ weathered basalt 2 29J 2,7 M 9fi 19 3 229 7.6 ■F H 4 37 33 Highly weathered Urach y basalt 5 170 moderately weathered trachy basalt 15Table 3, Interpreted V ES Results of Dam Axis, left bank, Arjo-Dedesa VES-3 Layer No Resistivity 1 Ohm-ml Thfckneis (mJ Liihoicjptal desoription | remark 1 2487 1.3 Moderately -highly weathered trashy basaJt 2 3923 1 5.9~ Moderately -highly weathered crachy basalt 3 774 40 highly weathered Trachy basalt intercalated with gravel J 2355 — Moderately weathered trachv basalt t 1 VBS-4 Layer No Resistivily (Ohm-mi Thickncu (m) Lithological description remark ] 17 1.7 Silty sandv clay ■----------------------------------------------------- 2 770 25 highly weathered Trsichx basalt 3 420 —-------------- 16Table*, Interpreted VES Results of dam axis, right bank, Arjo-Dedcsa VES-y _--- Layer No Resistivity (Ohm-mJ • Thickness (m) Lithological description remark 1 1957 0.8 highly weathered trachyte 2 8700 2.4 Moderately -slightly* weathered trachyte 3 1460 21 hi 15h.lv weathered trachyte 4 8314 -■ Moderalcly-s lightly weathered trachylc/Rhvolitc VE5-I0 Layer No Resistivity (Ohm-m) Thickness (mJ Lithological description remark 1 15.5 1.4 Silty clay 2 653 8.7 Slightly weathered trachyte 3 58 44.5 Highly weathered water bearing (saturated > trachyte 4 195 ■ Moderately weathered and saturated trachyte 17Table 5. Interpreted VES Results of Saddle dam , Arjo-Dedesa VES-5 Layer No Resistivity (Ohm-mj Thickness (mJ Lithological description remark I 32 0,9 silty sandy day 2 14 3.S Silty clay 3 221 1.5 grave l/weathcred basil 4 17 34 Sandy grsvcl/Highly weathered, decomposed and saturated basalt 5 55 -- Highly weathered basalt VES-6 Layer No Resistivity (Ohttl'in) Thickness (mJ Lithological description remark I 78 0.7 Silty sandy clav 2 635 2.1 Gravel/highly weathered basalt 3 16 32 Sandy gravel/Highly weathered .decom posed and saturated basalt 4 75 Highly weathered biisiih □Tible 6. Inirrprtted VES Rcjults of Saddle dsm, Arjo- Dcd«a VES-7 Layer He 1 2 5 4 REUUIjVlt> iOtimrru llUCkflCT* LnltoKoticj 1 desen ption r>S 06 Silty wiidytljy remark T----------------- --- 522 ir l s Gravel acjthc-red ir.Kh hanall 76 Hi^hL Aejihcral rrjeh bu*jlt Moderately' k» highly LVCalhcfed h.Matt VtS 1 liytr rhiukiK&v 1 dhxlLi^K.d dcKriplHin remark No it.Hllli mi • nil 1 pm j* 2 ih SO Vlh UfKl . H IVtfl ■ * ■■' IL<hl . -vejlhcrcit Li ithy -— hdsiili I •H —— Vl'MkiJlc*l ,■ kj Ihl^IiI , wcjlhrrol li nhy b.ksah4. Conclusion and recommendation The Vertical Electrical Sounding (VES) conducted in lhe are* delineated different resistivity layers corresponding to different lithological units, which are generally in corrdatiort with the neighboring borehole Jogs. From lhe two VES observations conducted at the spillway lhe overburden thickness is estimated lobe 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt. The over burden it the dam site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of Ohm-meters indicating that the bedrock of the dam site area is slightly wcaihcred and fractured or the fractures are filled with high resistivity minerals such is silica. The results obtained from VES-4 and VE$-]d suggest that lhe resistivity Df the bedrock al the dam site decreases towards the river (in the vicinity of the flood pEain). The saddle dam is generally marked by tow resistivity (] 6-44 Ohm-m), 40-BQm thick formation This formation is considered as soft formation and the relatively hard formation which assumed as a bedrock at saddle dam area seems deeper (about 40m deep at lhe souLh eastern part and about 80m in the north western part) The interpreted VES results do noi show the presence of structures such as faults ami shear zones REcdmmeadjti^ni The Huthors recommend Eleclrical imaging survey in the area in addition to ihe l pa, seismic refraction survey io gel reliable and detail subsurface information 2G4. Conclusion and recommendation The Vertical Electrical Sounding (VES) conducted in the area de J incited different resistivity layers corresponding io differeui lithological units, which are generally correlatioii with the neighboring borehole lags From the two VES observations conducted al the spillway the overburden thickness is estimated lobe 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt, The over burden at die darn site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of Ohm-meters indicating that the bedrock of the ilam si1e area is slightly weathered and fractured or the fractures are filled with high resistivity minerals suxh as silica, The results obtained from VES-4 and VES-H) suggest rhal the resistivity of the bedrock at the dam site decreases towards Lhe river (in the vicinity uf the flood plain). The saddle dam is generally marked by low resistivity I16-44 Ohm-m), 4O-80in thick formation This formation is considered as soft formation and the relatively hard formation which assumed U a bedrock at saddle dam area seems deeper {about 4Qm deep al the south eastern part and about 80m in the north western part) The interpreted VES results do not show lhe presence of structures such as faults and ibcni zones. Rceommtnid aiiou s The authors recommend Electrical imaging survey m the in addition to tlR. seismic refraction Survey to get reliable and detail subsurface informution 20Appendixr ~ r~ L r RMS-eriOi 15 W _D £ No Res Thick Depth 1 217.3 1.2 1.2 2 294 3 27 3.9 3 229.2 7.6 11.5 4 36.6 33.4 44.9 > £ IZ> Oj cr 5 170.6 ■■ f 10*3 IT- O. Cl 10*2 10*1 10*2 10*3 CurienlEJeclrode Distance (A0/2) |mj V®-2, Spillway, Arjo-Dedesa Irrigation projectNa Res Thick Depth -TH ■—WBVBII.B4.—- — - — - — 1 2*66.9 1.3 1.3 2 3923 * 5.9 7 3 3 773.7 40 3 *7.6 4 2354.9 ... Dam site (left bank), Arjo-Dedesa Irrigation project1I RMS-error I 6 in*x VES-5.Saddle dam A<ao-OEdesa c;r- hll iFFih PFfiCi f pAnfi HI rr-jli ri n Res Thick Depth 31.0 0.9 0.9 13 6 3.8 4.7 221 2 1.5 8.2 17.8 34 7 409 48. D 11 . II ■st 11 1 D 11 ------------------------1------------------ ------------------------------------------ Current Electrode Distance (A0/2) |m] f /ATS’5, Saddle dam, Arjo-Dcdesa irrigation feasibility studyAppar. Resistor VES-8. Saddle dam, Arjo-Dedsa Feasibility studvAppar RassUvil/iQhnml VES-9, Dam site, right bank Arjo-Dedesam irrigation feasibility studyAppif RfiSlSlMfr [Qtlfllfd VES-10, Dame site. Aijo-Dedesa Irrigation feasibility \iu<KTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES AftJO DEDESSA IRRIGATION PROJECT FEASIBILITY STLDY Geological and Geotechnical Investigation Part If - Appendices Appendix G: Piezometer installation Detail Maj imr WATER WORKS DESIGN g, SUPERVISION ENTERPRISE IN ASSeCMOlNNWHH IMnRCOHnMEMTAkCQHSUlTAMTSAMnnCHMISCaATS lHUlAPVT i C ’’ U ftm. :?tH. Addii Ababa tthj.Jp >■4WgTALUP"*? ,,«•**** Otv**<z ■U>4 tkt*! ~r*yi»l*n Arl^- E>« deli** j F<B.4l1illUty st-udy lOa 4»b*b| | 3 ’ PTeJcofrieret Tn st aTtat Ion E _ atBR-AD4_____________ ' —pJaWfSXtt __ __ 11*3- I Ur* PIEZOMETER INSTALUON ATBH-AD7 sttd pip* Ceeedt pMt Ground md*ee GrareJy wmd baekQD Beut*fiiti pluf Blind PVC *-30mm Girin gnvtly fcind b-iclLfil] jj J ▼ 9 4* >—---------- Waur TiM« Slatted rUC PMHntn M dfta qf tht hck c Hl* -Il > I Date Due
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