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 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH IMTIRC•MT1MEMIAL CONSULTANTS ANO TtCHNOCRATS INDIA PVT ITO P < > Box 2x61 Addis Ab.ib.i EthiopiaARJO DEQESSA IRRIGATION PROJECT FEASIBILITY ?WP_Y REPORT CONTENTS OF THE REPORT SERfAL NO. 1 2 3 VOLUME NO. VOLUME -1 4 Volume -1 (»] Volume -1 (b) 6 VOLUME -II volume -nr Volume ■ ill ia) 9 volume - III (b) 9 10 volume-ill (c) 11 12 Volume * IN >;d) 13 VOLUME IV 14 volume-IV w 15 volume - IV fb) 10 volume - IV (cj VOLUME-V PARTICULARS EXECUTIVE SUMMARY MAIN REPORT Part i - Report Part II - Maps 4 Drawings ANNEXURES SURVEY AND JNVETK3ATION (ANNEXURES -1 to 3) Topographic Survey GecmcxphcHogtcai Studies 4 Geoiogcai A Geotechnical Inveshgat^an Pad | - Report Parr II - Appendkes NATURAL RESOURCES |ANNEXURES - 4 to 6) Forestry Energy 8 Caicnment OcveJopmem Plan WATER RESOURCES | ANNEXURES - 7 to 11) Meteorological & i-iydrmojicai & Hydrogeoiogicai Studies Dam A Appurtenant Works Parr. - Report Pan fl - Drawings Irrigation 8 Drainage Part i - Report Pad II - Drawings Hydraulic Structures Part I ■ Report Part I • - Drawings AGRICUTLRUE <ANNEXURES - 12 to 18) Sal Survey 8 Land E valuation Agricultural Planning Livestock. Fisheries Agricultural Mechanization & Agricultural Marketing ENVIRONMENTAL AND SOCIO - ECONOMIC ASRFrr« (ANNEXURES- 19 to 25} !7 Volume - v I Environment Heann i Socio-economic Aspects 18 volume - v (b) Organization & Management Physical Infrastructure Resettlement. Financial A Economic AnalysisList of Appendices Appendix A * Bore Hole Logs Appendix 8 - Photographs of Core Appendix C - Field Permeability Tests Appendix D - Variable Head Test Appendix E - Test Pit Log Appendix F - Laboratory Test Results Appendix G - Geophysical investigation Appendix H * Piezometer Installation DetailTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MIXISTin OF WATER RESOURCES IRJODEUKSSA IftRlGAllOM HkOJI C l feasibility sti Geological and Geotechnical Investigation Parr II - Appendices Appendix A: Borehole logs Ma, 20(T v*t VATER WORKS DESIGN a SUPERVISION ENTERPRISE in ass* cians n with iltRLl '.Tlklt^ii .“^L.TIKTS Ut tECH S r' s ... T i “• J I, ■ ,, P U &UA 256 L AJdrb Ababa Elfhup-iij ) I fr 14501 &3 H w Fax 4J2JI) I 6! 5r I E-m«t J, f ia ,eirc<m rH c[BOREHOLE RECORD 'r 'l'fiii iNjr --I ■■Is.il y '- LudV ^jjc^ulX CDDWDirWlTtJi CL It*? .tiisi«ilav !-d MiidSrf ReX'jiirCfcS E243OA5™ NQ4-23]4rai LOCAT1DH._ ■Arjh J [LiuJ. uXilj GBOITMD WATTH LEVEL I4WN4I fTTFE Currnu ■HCLCVfflM______ DATE STARTED **■ UiCUHATIOfl_ DIUEMTAnQJ 1/2 ft r5.1 mf, ntli lL'QEOk *ATTt»H □<r»^i =as.]v^ilrili ■■ d ITbJ1uH*L rw STRATA DESCRIPTION Dente, brownish io ^cy, dairy ■and7 GRAVEL | ircompohcd tfAEfaj biAilti Strung, e Ti moderately bc w«J|Cb«r-gd, fractured, veiiEHi&Lr tnwhy BASALT i.BOULDF.R| watb wtu-te inflllj-iiEE «lonc fjAciuj-eii and v«Rbei Very dense. yillowiih brown to ircy with Ideally rcdldiih, *Llty Kandy GRAVEL derived tiom decotnpoijtion □r irschy bauLt SironE- crey. moderately wfAtbeied. tri£b]y fiaeturcd. viUcahr traehy BASALT with white inri]lieig> ■lang T^tLcelea ADd friCTilj*c curfiiTFi. Very deme. yellowish brawn to trey silty sandy GRAVEL with scattered -tcraag core Idecowipme d iTacby BASALT 1 IMiWHMI 'iLk-, ■ ’ »»-w:a *??!■ fit -<■■?»■■■ “i-H-'iBOREHOLE RECORD FITOJUT'^ EUtiFT IrngltlUl*. Fjruvk 1 W-frtfr JfeMjurce* - .^ A»1 rC .TMJJtEHQLe COUKPMaTE.3 11 1 E24304SrtJ N<M33]4m BI< ADI LOCATION * J*> O.cdri ... itMn.aw.5j r CROC’"® IaTEE 1AVEL Wkl DDH3TC TTPE P'.'lnr, 1 Li 1FIK LaTE ITjUCTED 2* CM- iM DATT COMPLETED 0* 0>_ M ■HBWATVDM. IRClIbATlCMI . OWurrATi.<Mi liu! DI* FAHIW .’<r’i rtrr-jufcii-a i-h I-5 _JjT1 !~m~ J 350 m sMW 2/2 . PTonie T XT- .T_T. T T\ STRATA DESCRIPTION Dark g;rey with green i«h ijwri, highly to modcrateJy weathered, ^battered, weak. TRACHYTE with y? Lip wish and Whitlih infUJin£» Very deme. reddith IjTQwn ta Srty «J4ty gravel with HronB corn |32 LDm 33.3QmIBOREHOLE RECORD PMJkCTAr,-.. .<rcr I^ri£^‘lCI-±ra>!bjlri St - d* BO*£1IOLK CDOHDIW*T V* i^iw______ MMmcun.niry iif V, j'.ri R-cvjurces F‘243 102 * NQ423 hh AD2 UXATIOB L&BIT-. 4M»1 VOALNO rrn I’arv ' il.ng □aTK vtahtip aKi^-o*. _____ DATt COMFUTtn BtfttMS*_____________________ QMWn WAtra LIVIL 11 BDsn ail KkfVaTrew 1337m □icwtAnON oiuurrAnoH V ¥¥ V ¥' * H_____ . x*■x*4x ‘x x*. ■-R- > t\t >3 . T\ 1 . i whLch lack* it# monolithic Character. LKorae eemncnls of preserved Tock structueeg are ■STRATA DESCRIPTION Lknif, Tfddlth hlOWO 19 Et’y» adty Kandy GRAVEL with clay derived from highly weathered and decompo*«d trachy haul! Modrraiely strong. dark grry ht-ghly to modrr*rely weathered, slightly fractured, veaie-ulaT trachy BASALT, vesicles and frac Cure aurfaces are eca.Es 4 with yelLowish precipitates tk-ffir. JcUciwLkE brown to £r<T, hi Tidy GRAVEL with silt resulted Irons decomposed rrachy baaaU Ljw£ flre de_____________ j_ . Moderately Kirong £Tey. highly to moderately weathered, shghUy fractured vesicular and amygcLaloLdtl in feature traehy BASALT partly diaintegratca Into Kilty sandy travel, fracture surfaces and eetfclea are coated with whitiah ycUowish and brownish prencIpLtats, lu-ta of drilling water was recorded at 13 40m Dtfifcc, reddish brown co grey. Kilty sandy GRAVEL |residua! koiI| derived From decomposed vesicular rraeby basalt with some scattered stror-g cotck Weak to moderately strong, highly to moderately weathered, heavily fractured, vesicular trachy BASALT partial? 4c*intigratea into silty M.ndy travel, Fraclure ■urlaeea and cavities arc coated with reddish yellowish and whitish precipitates, core Lota noticed due to partial decomposition ol the rock, mainly from 27.SOen 28 85 m I lisr-nm ■£Krr.-_ l-uciui Kf|a Fiwk« h bLirUhnBOREHOLE RECORD FRUjr4.TAQ .Dra^... fi u jmgii • br ^-.bd^ SLL‘ Jv rorehoii <oom>t^n« E243I02 clxeivt ‘-iiH-’". "■ ■i'1' ■ ,_____ —N5433.00 LixaTiQR * ■?f■’“*“■DcdDccidiicIakatam|L/*jt. axi >£ ________qpouvd water level l 8 • Bftrp bh AD 2 kORmtl TYFI h- I.ir. . - iiik _ IM.TL 4T&RTBD * ____ IHKWVATUOH 13a7U MCWMlOt ------------ «ta‘w*------------------- QRlEJrTATIOM fATTIJUi *- .aAiid | - ihu'n r'aii BHirr 2/ 2 □ATE COMFLETEO lfcfIM.Oa — STRATA DESCWMTON ttrnuik . j .Al rUJ I OS j V*ry diuae. browniah to dark Irea-idual) with strong ocrea; cure I ofc a noted from 3l.OOm 34 40m due to weathering vafLutkoitB or Ihr unit Strong, dark grey with greenish apolBi shghdy weathered to fresh, slightly fractuied, medium grained. trachy OA-SAJLT (boulder) Very dense, brownish to dark grey, silty undy GRAVEL Ircsidus! ioil| with some caret grey. with yellowish *pot«, J '_d| 1 »l 1- J friableF silty wndy GRAVEL 4 - 1 IRJ 1X 1 MT 5 IM . >. ■« w. ’ 2. Uru^hAd*-nuBOREHOLE RECORD m^JTCT.-Hji Jjd-YkM trriftiniiin ciucHI MdiULHf £J WaUE Jltfcfriir.tCJ M E243l6*£* N9423&9<h bh AD3 L^aNON ■ ■ .i ij .hi i:. ■a.'.i- - iiQfc»o ttte RrtWQf. K"f!!?6 OATlHWt™* jT h' bmeHOUC DJThjVHTJ WATtS LEVEL U£m HI ELXYAIKMT-_________ 1 mCUNMnoi* ' SHSE1* 1/4 i:a r< COW FLETTD ■>« «■*> LL-LEOa F4T11HS in r, , Ui. k- lilr zzv: :-X-d STRATA DtSCR] PTION Lo-pip. reddiati br-uwa to <Fcy. clayey SILT |aliuvi*li depnalit|l wuh roots *i the top u"-r>-T- Weak Ip muderiieiy itron^ dark £.rey hajchBy to modcriLicly ur^pEhercdi. bcavLiy fissured and breeclatedP trachy BASALT B exally diefalcgriitei in to f rivets with st.rong corei, fracture vurfacca and <M filled by pmUih, yellowish and browms-b praciyiUflM Hf4fi£ dark to LLitht. ■Ilf.biTly weathered ta frc-ih, moderately fractured and partly lirxird by aeeendary mine rail and/er precpitatea or whiliah, yeUowbah and browniih in e^lor, tracfay BA3ALT with aphanjEie and veaLeular WJflure, h i i > -i V! ■ BIA rj1 1 ] 1 1 1 1 ] I 1 borehole record bh AD3 t uiaMT L-nEATIDH Atp Wk*> Tfrt H _M0! n '■r U ■•1 ILr-------------------------- jh-ini «XaL. '-^J-LE.. 1 **■“. — 2/4 Patb af&HTEP ■$£?*(!» Pati CDMrLfcf E£r jt-o*j<w COOS1 GBtriJFD waTI» LEVEL 5 U H *|XVAT»3I IjrcLiflftTiorl OJtUPTf AT Wk£i STRATA DESCRIPTION Slrunf,, puskiah (<* £ y >iiijhtly rc we-iCh-ercd to fra-fh, heavily frUtHied, line 10- medium traLned TRACHYTE, partly dljJBtjHp-*t<t iat<s travel- tcmt series of frll«Eurei are interconnected and cemented 1 by ae-Goridary uiinenli t*|i h yeUpwtih. whitish and J bro*blKh colour Moderately dark i:o Lughi i ] j i 1 i i T ipati, moderately wtalhcrid, A T TT ■lightly fractured and healed, porphyritic TRACHYTE *sdth jrey, With trteniiih and bjownith i*hlCLfh. grrcni*h ind brotrtiilt-h ph*i>b«TyfU iiftd RJIIeii£*h t-voir aeriea of frac tares arc interconnected and Ltmenttd by i-econd«ry maneraJx •* TwdUc1 ] ] ] 1 ] 1 ] ] ] ] 1 1 ] 1 1 1 BOREHOLE RECORD bMCWrCT I-IL I'jfdf • .. |Jl.LUI in Fr:, .ii, W CULMT Minnie i uirr Resources LOCATIQh * J r ■_■ De4^vva i Dirn OJGM Ftolarv C-onriR ! IjjRZH-GLE tOClMDlMAILM E24 JlbEm N94J369m GROUND WATER LIVT1. SO- »H ELFW^TrOM illAn. PaTi STJurrn- CATS COMFLTTE4J Iitcliination •‘Z Ffrirr. 'rflr.s.ni. bh AD 3 ™r .3/4 __ □ MirNTATrON H HilifX I Fi s [ ‘JI ,JT it «/»•£» ■ il 3 j SKtQN p*TFi»M = ■ » S Ir.pb’' Lfl ■ I HI f*L a -E ,5 5 FieMe STRAT A DESCRIPTION — 1 — I 5+ u. Cl ib '•» . KHfr ■ Bi 1 ■■ 1 0 p tr---; SJIH j 1 ■■1 fl . r5W 1 M A* IM 1* m Tr» - is. 1c. hi 'X Ou * ■ aJ &J> It.! ■ Mu £ it _ LI ill b ■ .W_ LUC ■fl a t.7 T 3 = X T T TT 1 . T T T*J TT fT T r’ !. H ., y F r. • ’., ? u a b nitfQE raccijr fcErQiig, aari lu lljul tjty. With crccnivh and brownish spots, modeiaiqly wfitbtrrd. iligtnky fracxiued and hc«Jed. p-u-Tphynlic TRACHYTE with whitish, £F«c@Uh and bTownish phenocrysts s.nd niLimth; some serie* of fracture t art I nCvrcvn-nected and ceenented by st^-ondary minerals ,j 1 O _. B. . i ‘Ji i ■ T.U. |Jt ■T 3 «i_ 11 Li | i bi 3 i-r. a. ■ ■ »........................... ' ' .... -L 1 J Bl J -8 1 a .8 ■ fu I 2 B iiji LW 1— ¥ - T-j t- x-T T F-I x n" CK fr* . +■» ■ * .■ ■■ »•: 1 ■3 | ss -ill flB ■ ■J '-’I fl , 1! a J T- *- T x~ . a ■■« a*t w -JLi i '0 '-<■ 7,i Ul *i iXI ‘ TJ X t■< !..-! 1 ■”■- I 1. AiL; .TT« Tj 7b| IW- ix □ 1 Pl' Ba uA ”.5 Xi t X" b -' fl *■ ■a, ’- * $? Bi Iff* 1 H *■ Jjs. Its , ? J- FF r— - TT-J -"— r T T-t T— - T T — T T_. T" r—p — 1 — Weak to tnodcrBEtby stroBf, irey, highly feo idodfiratly wBMhered, shghrly fractured, porphyritic TRACHYTE with whirash and greenish phsnocryata; the mr>it is. -strong. tUghtljr weathered to fresh at intervals 6A.O0ra-73OOm and 75 00m 79 2Om .r WS, 1 1 1 1 * ■t ' •• W ■»—r T>^ T—r T — W* '•. » - • . FT ■ jj Vt T T TT T I«-a EffiM, *V"T W ** “ nt* r ■ -■rr Tl 5s.it. ■■ s * i, us- .i: si B ■ iri TiJ it ■$* — ... .a. j cr.ut; s b- v r fliaji is ■ VLMWina rt F."U«*i& - F I'H—Ji '4Fj£fl ^U.13 Si Mirny £i H rijj'.H., Tctan fc-< **.. **.borehole record rwMl cr WHUriH*TIi -JiwM« M AD3 — - ' LOC.TW- *7 ■■•'■ •■■-"'■ * ■-7^ ' - “ ilt nx^Tiaa- -iw *mn 4/4 iMHTm Hoh^Cennf---------------------------------- — <22J*_ f — :j*ft CDMlUTlD jy.PfiM Profile fT - STRATA DESCRIPTION Strong, pinkiah to ut«3t- illfhlly weathvrrd io frvfh.BUc^^P Feme tuned fcfi-d ceuwai *’•3 para-hyritic TRACHYTE witH whitish c]cnK’Ccd ptaeiwrj«*5 dlS-LntvEraeei into >nfUJ*J grave Ih between 83.OOn-B1.0Om induced dTsSIbELg. ■ 'MISrT Lnau-ju j* ■■m'l’u HfigB j 1 YlfM Hj 7HU1. » »*&!■■■!■ H ,i ■ BB OciflcrwB TtbnBOREHOLE RECORD MtDJMCTiJjr JcC* :■ II n<*!J Oil ,ni' IL- Slud ■ DuRZHOLE C0I>RDIJIa. EB Er'243353' iMiirr Mirmtry of U it» ktsowm _______________________ tf tH-iSd-3 LOCduTIOIf _ Dcdetae Jgijh aJU»|: ____________________ IMWBO H i*VIX Ju!Ua m. AD4 WUMlWO TVn *«•<.«. L onn£ DaTE STaHTCD ■ M ELtV^TIQW Li3 2- jMCLIMsTIDH luiMll — 1/2 STRATA DESCRIPTION Soft 14 medium stiff. tlsrk brown silly CLAY Pinkish grey to grey. slightly weathered to fTeshfc highly fractured TRAC HYT/TRACHY basalt, fractures are inter connected end cemented by white secondery minerela Pinkish grey to light grey, slightly to moderately weathered,. highly fractured vesicular TRACHYTi TRACK BASALT fracture* and vesicle* are filled by white secondary mtnerili r Light l *y to pinkish with greenish and brownish spot moocrstsiy to slightly weathered, highly fractured I fir acturea filled by white mineralsi, medium strong ftne grained TRACHYTE . ir hil’tafcM’Ur ■ ■■'hl. I -- ■ ■'H ■.■■-.! > »*» ■ •» «<•’ EU fen iMPK4 J *'M V»»U r» •k-*.nai r -*« r ■ !■ U ■ H*iH» ikbflMB i- . r- U^Jm ■ >■' ■• TbS"FH Nijtwii., ■m .■■ ■■ bvUefeaa! TriwiI ■> .3 L■* JOo CT X o MJ J ■-> CT UlR^wi uiiill I I—■ liF1 Void filling w E J' n n 8 o o § - 4£ in LI Hl LI IVII' ’ i LJ ’11 H lFT rill..: ■'■'’Tr U,1|1 K1H.I -LLLl-iL.Jirtr2.lir.Lll1........................................... < = IS 5 H □" E 5 C*U 4 > •aiaiaatt • •»■• • - •■BOREHOLE RECORD 1 ] 1 1 1 I ] 1 ] 1 I ] 1 1 1 <iJM fhxaIWTAqd In ig^iion Fca^lK^ib’-PiH^J hueeiioiecxXXSfliHATt■ E-243321 CUENT _ Mir^tiLTV^jRX iirf Kcmujces ________________________ _______________ JM‘¥43fr43 UKATlUW________ ApfcDCfilC 1L iL'ikn, JXiSI . GH.WK& WaTEH. LftVSt DQftJMGTYK fc'indT? Cunfkg____________________________________ |H E-LEVATtOK IJ5-1-* PATE *TajtTee> imww UaTE CDHPLETEQ JljGMO* imzmnaTION_____ cXixwTAnow TT T BH AD5 «H»? 1/2 STRATA DESCRIPTION 1 Very d«n.», hghc red co browRivh iilty gr>VE iy SARD [derived from klughiy weathered Traehytei Very Jerne, teddjih grey iM0 gjawel. with itrooE core rtonea derived from hignJy weathered TRACHYTE Light grey. modera-taiy weaEhered. hifhly fractured idiiLBiigraced lbio gravel it .1 SQm-4 4Ora tad 5.20m- t.fipmf xEic^uEn xlTo-ig TRACHYTE Lkfbl £ccy Ifi modcT«tc]y •cilhcrcd, liL^bjy frac trued weak tO Rtron|t, TE'ilCWJaF TRACHYTE fragmented into geavcla, vrtlel«* ITUed by hale ano ycllowlrh mineral! ■ &■BOREHOLE RECORD TMOJECT--rji' 3VI-L-^^ terig.irm.il -■•■i*rl:iliiy Siuth fl4MEmlE CCKMUNNATTF E-243^21 GUEirr Ministry of Water Resource* lucatioh Atjq -tdtiiu tL'ain axku j.-orlmq Trrt BQLCwj luij N 9*2643 qnoiran VATU LFVK-L—hu SH KLFVATIQN ;Ji5m lacLIMATIOM _irMM- ohjewtaTKW* . ADS 2/2 0AT1C STARTBE If.lH/W DATY COMMUTED j94/HfiZflft________ ____ IRcrfiaf k 1!“ 7 (1 & : ,ip ■ J. •JJ i:. j* fr Light tq whttlih grey J nd yellowish discioralionB highly wealhrrvd and highly fr act tired (dlaLBTigraked loco sandy gTavetj, very weak Tmtulu* TRACHYTE-/RhyoLlEe vitb glassy fracture type and vaticltt rilled hy *tdTc and yellDWLsh clay mine rail (becomes pinkish al 29.fr0ifi.31 TOffi and 3B.faOm| u la. J "I TT TT ri!> *■ J*r +J Qp*. e\ i c 3 4 riBOREHOLE RECORD rtc>-JICT*rj !.-.sr- i _i t'lcEHT ______ MlBiktry fif Watt: ffcu^u.-Lr^ AjrjM IjTl! ra ij [fjjm Fr^j i.:u!v F^Lj-Jj. BuRKMDLE CXrtMUiATBS GHOVWP WATUfc LEVn. Bit IllTAftQ* ENCUnATIGIK C 2 4 T. fcTi ? M-^dZB-Ll 14441W PUWIM4J TYfE rM«.-1*r> Conftg DATE -. ixmflxJ 1ft JP-'Q'-O* 1/2 a w □* ■X H >(’ a u u u w •‘ _ o ,-L^ . Vrry danar YaricfalcLl CWaUfl □f |dacta bfuwa co pellavtali fttf. redd4lh brown to <rcy| Billy £,raTclly SftJtfD dcTi’fcil Ei**ci hitrJy to completely wvxcii^H d. Tracbyls -aralJt tx^B.tioea.1 core i-tonea m l«,70n»-11 SOwni JLl iLX Very drmc, whaEialti y«I|ow co frey wit ft white anin-cikLa ■ p-sca,, <-ixy«-y £3LT_ dcrvwird. from Tr«eByt«- I ( tc II i ■ t ! [ t Perk trey highly wcairtcrcd, H5E.jiiy fr act'd rad wa.i.ta. TBAOrYTE .*-• ■ < I 4 I J V-ery deilM, light g.r*y tn ycUawian white rllfty B-SBdy 5ILT, derived from LcrapleHcLy wfaithiTHed Tric-hyreBOREHOLE RECORD HKMKPVjr LJrr.r . . ;r :■ . - r ,i -jH| .|-.v F-l .jO_ fcOH EMOLr CCWM1IHBA7 *1 c-ufcWT E 2*3602 ____H-943B13 HM AD6 UX*TWN _ Au«? tJjtfH aJUli _ _ GBDLTfD WaTTK 1XV*L_ 4A_______________________________ inHjir<;Tifrt K^Mn-Cwnriij^_____________________________ DAT* tTAtTt-D DAtrCDUrLETED ■■ uEVaTKML _ jj*o^i________ ufiLkhTA T1MJ 2/2 STRATA DESCRIPTION Very deni*, dvrk brawn w»h whttiih, ipott, illty undy GRAVEL derived fr-o-m hi<jLl.y wgiEhrrra TflChyteborehole record ____ „,, T nMftAjj£ UJilmiAUun FcittoliCt-i^^' tenoou ■_kf^tu ^3733 cejuft M :ni M ,: ’ IAlMr tewuH-g------------------------------ - ,- 5 k«pD T« dati rrarw Cnnn*----------------------------- “ “Vxt“ Wl --------------------------------------------- hcuwa *0 bm AD7 ..„ _>£? IiM.Fl FJWTtrrTC W/Mj*« CffllSWT* - STRATA P64CWFTJOW Mfdiura d*nM io Art**. rwdALs* bra«to<rwy y-uwus spou. Bitty pniy sato L 4a<4mp*4rt tricky busltl Dsiss, brownish to (TO ytbowwh ipot* silty mo dj 0BAV1L with fw rtrwf »»«• frsciuiw ss-rfacs of rack fratraisW «ra w»td ‘•lUl vhiuab prvCTpdtsl* ¥**y rtraafc itifidy wmthvrrt to Crash.. tilffrtly frirrurtd aph.«p.|lic BASALT with y*D0wUb. crwntBh tad browwirt co*tuit Aram! , Ll l- IQ7BOREHOLE RECORD PcdciM Imntign Fw:b*lit¥ SrudvBoufiOl* cook&waTI* *»nwr MinWiy Wtw Rtwuret* _____________________ _ LfKAtus,-ADftzBgfln3alPaeLB¥fe ■|u^pTTi TITHE PollT?' Crwyaj JT34MJ67 AD7 2/2 DATE ft JUTTED Ct A FT UMMIB *WWW _■■■■■»> li I ■■■ I.I.J r ■nBOREHOLE RECORD xaracrAno-PcdCM* kmp|>an FcamhlJinf ftlrft wtmiw cwcu^ru _frJ447SO CSJ1F1 Millry dJ U-aier Rrifrujtt* ucatim V?21 u^rdEiM [SaddJr flefF-i VQttKi rm foil-ary Caring_________ __ F-942SOO BH ADS-2 &*Tt *7A>TtZ- D-Aft COMPUTl^ ___ STRATA DESCRIPTION ft<nuiiR S^rt, dirk, eipuum illty CUY 7!^ XlKt] x ;.■* X i.A, x Very deu*, reddJah br^wn piniaih aUty f rareUy SAND tvi ■> -i’i ■■ dermd fr*= hlfhjy vutkirad Tn«by BASALT Very deiM raddJab grvy with r yeUnUb apot, undy GRAVEL Iderived fr™ blfhJy •eecbered BAAAlTl Dub crry n^dvnreJy v««th*Tvd, by fractured., weak THACBY BASALT Dub (tey^hJy fnc'wvd |diaLnU£i-Bt«i iato fra re JI eUfbialy wwatbend to Erwh wuk BAftALT (i *ii<UECMV IRHfiBOREHOLE RECORD MfljBCTAnfi-DrtgiM frym nor- F«ubiUrv SwUw Finn hCumtty cT Waner aafrurw UKATIO# . ftno DgdiiilJSpilly Wfftf__________ ttrtUMu firn li™_^____________ U*iW> BH ADSP idog rm Rokfy Caring JW EjrrAnfifr ______ DATt HAHXD> WBi/JM_______________________ LJtClAiTKJS_____ Wi________ STRATA DESCRimoN Hfmui Firm, brrtfciit rwL *ilty CIAT with |tm+ rwt* At lo-p Viry 4tnw. nddJvta brawn W ,|rey with yrUownJj ipwtv. frubk, undj- □ILAV’tL with i£iiuitd (.ratilLiflJj budrUc corn | DECOMPOSED TRACHY BASALT) WwiH Co SPtat-H'hlf Atrtfif. rcddub brown to ptn.kivb Erry , - h.Lxfaly wtALh.ei*d tad. trAEtmed, nckf BASALT wdth WMOjnil Ttiicidu tcriurt, tEcctiue imfi£■■ ire coctud wttlh y«OwUB pwtpluttt »> ’»»4wHHMBCT Vjo.DedctU Imtiuon Femitnlity Sniriv c^ttrr ^ri^^rWer Weiourcei ‘; WaDW Mo-D*dBBM fQuarrv wi kwom rry Jtetoay CannjL" &*Tt FT JUTTED “•■‘M.'W _ CjUECftMmTLft. PVOS-'M bh ADQ1 _l/l STRATA bESCHIPTIQIi V*ry dcAii, yellowish brum to pray, fn<bbr. piTtty WJT& »tth lilt |d*c»mpoMd ivck with Kmaint! rrf yfw riT,j rtKl . ■Ln<tant| Vary iioM brewaiih Fry, r frUbJw, silty MAdy GRAVEL k^urcnipoM-d rocfci Viry droM. yeUovtifa hrnwr to frwy undy GRAVB1 idiconspoitd Ertcby built|t 3 1 1 1 * I i c t I ! k I * 3 ■ ! J i k k I-I ] J 1 1 I I I I1 1 l ] 1 ■ ] ; ] dflTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES AHJO DEDESSA IRRIGATION PROJECT FEASIBILITY STL'DY Geological and Geotechnical Investigation Part 11 - Appendices Appendix B: Core Bos Pherographs MiyZWT WATER WORKS DESIGN & SUPERVISION ENTERPRISE h AsncumH wnn ffrncDNTiNErauoitsuiT»?£MDntmcursiMBiA pvt ltu P o H-pi 2561 Addis- AWI» Ellh-HTpia TU:(25 fc) i * 14501 *51 690 FtM L2 5111 6i53? I E-mid * * d i ciWtewfii nei crAD 1Left bank, Dam axis Di*4 Aj“linr h.l.n .ink. >4 In.h. I L i i ji JI*'* 4 Yflhm mini hltM.ks represent s:irn|ik> uikrn In l.ihiruii>r> toiinp * R cd u »h ii hli H’ k i rcpirwnl u ifc h ■«AD 2k- J a v—* Ydlou cokn blocks rcpiesenr wnplcs taken lor labniatorx testing Red coloi blocks represent core lossAD 3Kcd color blocks lepreseni core losws\ dIrtV i-Hil' I I’tHiq i rill k*. I lkc» • I bin i|i-\ Kill loIih hli’iAs ._iuf>ri i . ii=- ki.ID i. Hrpth 75 - W-X De/tfA MJ.5-7J.fl0w Yellow vol or blocks represent samples taken tin laboralnn lesling Red color blocks represcni core lots* S axis Yellow rotor blocks rcprcsem samples taken for laboratory letting Red color blocks represent core lossAD 4J I f Yellow cdlut blocks rc|Me»cm samples taken for laboratory lesling Red cnloi blocks represenl cme lessL L 1/M, Depth 24. H- lt>.fNlntI. -I |P-* ■40 * < mH r - J **k r Ht. *** -5J j UMF5Lal T ■h, '’ 1 Rijlhi bnnk, Dam aiis Yellow color blocks rcptesrrtt Samples lakcn for lahoisrary lrjdiny Red color blocks represent Cure tossAD 5ST 4ZM, /tyf/r JalMt/Om * Yellow color blocks repTcacnl samples 1 akei» for laboratory testing Red color blocks represent core lossRifcht bank, Dam sms Yellow coIot blocks represent samples 1aken for laboratory [esling Red color blocks represent edit loss JAD 6Yellow col ch blocks represent samples nkcn for laboratory resting Red color blocks represent core toss JJqpfA1 i4fL 7. Dtpth & /< Yellow color blocknepresenl samples taken for laboratory lestrng Red color blocks represent core lossLed bank, Dam aiis Yellow color blocks represent samples iakcn for Laboratory i«Linjj Red 0ghr blocka rqawnl core lossAD spim/'. j.efi hank, original spill way ADSP. Depth 15ft ’flflm sum samples t4l.cn Iot labciraiors Irsliny I Cur? ktss imp. Depth /ft,2ft JI MmLJLJ J kJ L J i. _J L J L J I J kJ L J kJ k J bi LJ k « kJ kJ I Left bank, original spill way Yellow color blocks rcprescni samples taken for laboratory testing Red colot bloc ka represent core lossAD si■ Jkt w- Right bank, Saddle Dam life Yellow coloi blocks represent samples raken for laboratory lesitnj Red color blocks reprrseni tore loss 4D5-/, Depth 22. 20-24.40AD S2i. J * J 4- J L J 4 J 4 J tij ADS 2. Depth LW-HjOrn Yellow color blocks tepreseni samples lakcn far labaralory lesiiriy Red color blocks rfprtserll felt loss ^P.V-2, Depth 9JLH,WmRijihl bank. Saddle Dam axis Yellow cokN blocks represent samples taken for laboratory testing Red color blocks lepiescni coie loss -ADQ1f site of shell material Depth &W-9fNtm * > el low color blocks represent samples taken for laboratory i esling * Red color blocks represent core lossQuarry s*te material Yellow color blocks i (present wimples taken for Iflborflion lesiing Red color blocks rcprewnl core lossTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES arjo dedessa irrigation project feasibility study Geological and Geotechnical Investigation Part 11 - Appendices A p pe nd i x C: Field Pe r meabi I ity Tests Mij 2007 WATER WORKS DESIGN A SUPERVISION ENTERPRISE IHttSlEIATIQN WITH INTtRCONTFKUiTil CONSULTANTS HU T5CHH0CHATS INDIA P VT <TD P O Bni 25&I, Addis AbEihn^ift Tel (25 )i fr 145^infill890 Tik.(IZ5 1)1 6155?I E-maJ w w d.&.ei'i&ttlccOTri.nti etLl>GEO*l TEST MaaM- D«*’W*W« ■AfW -<■ •way* M »■*»■! C-IS ■*«i sirti" »W LiKirOH PA Fit R* 1 i 'IB®' T7! 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M>C 0 ■>« 2M ID ’ft 7 4*25 ?<*7S TO O02« 1 *7 *0 35 ; 4i J5 JSC 25 TO 0 02 W 3 33 *w JMH J 17 J* _ lflTC C 7Jftl 3 20 »*■ 212 H ?M|4 i«« 311 t«4 A m’■ ■ r ill 4IT H. - I I DO H ’ ■ 01 r Dlwi - D« 1 MM ■ > I- - J 54 H 7mn '■■*■■ O-OfK J 5* ft 4* 2 M 75 7 5f ji life b 03 k — $Yf 4W :M» J K 71 llOO OOJK JM • 2* k K> 25 ] -7 7! iftqjn oOino 4*4 til J 04 7! l?« 4 02 00 4 12 >M 14* 3 Ot 75 ■DDJfci 4 1$ IN 3« n INO JtrJte 4 J4 ir r 3 04 H 3 'J J5 jJao □ 05 00 A 1 113 7! ■ a ri iiao □ 65te 4 »> iW 3 It 7* □ 71 3* Me nfe io 5 14 tQi 3 13 H MftC 0 id to ■ 14 to* 11J If 3 43 S •ate 6 i j x, 5M 4 01 1* i -M DO 1 J1 ] ] 90THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF W ATER RESOl RCES aRJO DEDESSA irrigation project FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix D: Test Pits Logs Mas IMF - WATER WORKS DESIGN & SOPER VISION ENTERPRISE C£E INHSOeWNNWlTO IKI trice HTIHEN fAl CO HSUHAICS INC TUHHQuiiAl . I MBit F P O.Etax 2J61B Adda Atata tihiapu TtH25-K fl 14 M I F#i 1125 Ml fl I 537 i E-mail v* >* J i eu1 de^Orn nrl «L 17Project: Site: Pit No; Ai]o- Dcdcssa Irrigation Feaisibilty Study Borrow tSaddel dam) TPSPR2 Deplh(m): 1.10m GWI/mail): Eastiug(m); Northlng(m); Elvevtion(pa) NU 244825 943169 1341 Depth Graphic (m) symbol Soil Description Sample type . o nn Dark, (Black cotton soil) soft, expansive CLAY with grass roots__________________________ Light grey, very dense, sandy gravel moderately to highly weathered, weal vesicular tracby BASALT, vesicules yilled by yellowish menirals Simple- DdHiarbrt iltrbkiEk Pl-plunk biftlkf.) PJ plMdc iifc^i iSk-gj Qv-l ncHEiMed ceiapreurve irrtfib I* kr'cm Pl^riLaihC l»d<l SS-StlllSjntoel 118Project: Arjo- Dedcssa Irrigation F tai si bi try Study GWLfmail): NU Site: Borrow (Obow site) Easting(m): 244690 Pit No: QBTPI Dep th (m): 2.30 Northing(m): Elvevtionfmj 946171 1381 Depth (tn) — Graphic symbol Soil Description WrE to dark, soft, brown organic ( I.AY, wilh plant and grajj ro^j. Finn to stiff, reddish brown to red silty CLAY with plant and grass root Sample +— Denselyellowish grey to red sandy gravel with some silt1 derived from decomposed Trachyte Simple D- dtirurbea HBIpck 1'fc plMEjrfbB|ti|i(J PS plisrlc ■Di|(ZSIifj ■<o»nn-t-«a nwipr-Hirir •4 ref th m kg cm riMBe liMki 114 *Project: Aijo- Dedcssa Irrigation Feaisibilty Study Site: Borrow (obose) Pit No: OBTP2 Dcpth(m): 1.60 GWL(majl): Nil E.nin£(m): 144805 Northing(m): 946299 Ehevtion(m) 1385 Depth (m) n nn Graphic symbol Soil Description Sample type Remark 0.30 —+ — ■— 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 roo 1.30 <K x C If TO l io 1.60 Dense, yellowish grey to red sandy gravel with some silt, derived from I decomposed Trachyte t — X* ____ ___ _ E>-iiMurtwd H-B|*cfc Pi-pjl^-rtrbartS iv?2f \Cr 1 £ *crct,fc !■ kgteBi hai 5 I J HJ V-/<X *^1* / V*"^ J Svtntwl U1 ---------------------------------------------------------- J 20 771 11 T *! 11 1H 11Project: Arjo- Dcdessa Irrigation Feaistbilry Study GWUmul). Site: Borrow (Obose site) Easting(m): Northing(m): Pit No: OBTP3 Elvevtion(m) Nil 244684 946397 1388 Depth(m): I 70 Graphic symbol \X x^\ \ \,\ T _- r - JF; Soil Description Dark to dark, soft, browna organic CL.AY wjlti plant andprass roots Firm to *ri(T, moist, reddish brown to red silty CLAY with plant and grass root Sample type i-.sa \+\ > * Dense yellowish grey to red sandy gravel with some silt, derived from decomposed Trachyte Sample D- disturbed H Block Pl-plai4k P2 plMiLc b«t(15kcj 15bProject: Atjo* Dedessa Irrigation FeaiSLbilty Study Site: Borrow (Dandansa site) GWL(raasl): Eurinj(m): Nil 249564 Pit No: DhBTPl Depth(m): 2.10 No rf bing(m): Elvevtion{m) 939469 1395 Depth (m) ------(MM) ----- OrT0 Graphic symbol Soil Description Soft, dark brown moist clay wil& plant and grass roots (organic d*y) Sample Firm to stiff, brownish to red clay with some silt and with some plant root ar the top S*mpve D disturbed li-BIwk Pl-pliMk Pl-pdulk biffZSkfj ■c«Bftar4 c-ncnprti-Ljvr H!eh to kfrtm EM Svmb&d 122project; Ago- Odessa Lmganan Feaisibiity Study SttK Borrow (Dandans a site ) GWLfniiilJ; EutJDgfm}: North ing( in); Nd 2495IS Pit No: DhBTP2 EJvevtion(m) 939663 1*03 Deprb(m): ] .50 Depth ini) n nn Graphic lymbd ft Soil Dcurlpdon Sample type Remark ft . k.x-. Soft, dark brawn moiit day with \ plant and grass roots (organic day) ------ 1 Hr 4 Finn to itifL brownish tn red clay w|ih Sem e tilt and plant rooU -- 4 j ----- u&tlr Project: Arjo- Dedessa Inigati Feaisibilty Study ation Site: Pit No: Borrow (Dandansa site) DhBTP3 Depth(m): 1.75 GWI/masI): Easting(m): Northing(m): FJvevtlon(m) Wil 249476 939850 1401 Depth (m) Graphic Soil Description Sample symbol 0 OP 0.25 Soft, dark brown moist clay with plant and grass roots (organic day) - Firm to stiff, brownish to red clay with some silt and plant roots at the top SiHipk O-diMarbrt II BbMkL Qw-l flCOBHard romprw.auT megih ib cm Pl-Fliint Indri SS-MI SyBbd 124Project: Ago- Dedessa Irrigation Feats ibilty Study Site; Borrow (Dandansa site) pit No: DhBTP4 Depth(m): 1.90 GWUmasI): Eaiting(m): Northing(m): Nil 249554 940026 Elvcvtion(m) 1404 Depth (mJ -XMMi 0.30 Graphic symbol SoU Description Soft, dark brown, moist, clay with plant and ^irass roots (organic day/ Sample Rrmirk “=F ^4- Firm to stiff, brownish to red, clay with some slit and plant roots at the top Sample D- dto-Har bed HBWt FL-plutic bijiZkf i Fi-plurk bAT|2$kjj 125U4SProject: Pit No: Aijo- Dcdcssa Irrigation Fea LSkbilty Study GWlXmaiJ): NU Site: Borrow (Dandansa site) Eatdng(m): 249869 DhBTPfi Depth(m): 1.80 Nortblng(m): Elvevtionfin) 939994 1407 Depth Uttoo 0 15 Graphic symbol Soil Description______________ Sample ■yp* Remark ”” ~l r -+— Soft, dirk brown, moist, day with ’ y plant and grass roots (organic day) - StilT, brownish to red clay with some silt and plant roots it the top K4O ~8 A~tr \ \ \ X Dense, reddish brown sandy Gravel derived from weathered BASALT Sii»pk D- ^ipiurM M Buck Pl plastic bigfikti PZ-plailie bzsjtlSkigj i,"rablin«4 CWT1pftxM>r in kg cm l-PlaHn in-dei jimbei 127Project: Arjo- Dede&a Imgadon Feai$ibilty Study Site: Borrow (Dandansa site} Pit No: DhBTP? Depth(m): 1.90 Depth Graphic GWL(ma*l): Nil Eaiting(ra): 249884 Narthicg(m): 939714 Elvtvfioo(m) 1402 Soil Description______________ Sample type Remark Soft, dark brown moist clay with plant and grass roots (organic clay) Firm to stiff, brownish ta red clay with some silt a .-w r+- 0 I TO L Sam-pk EJ- dlaiurtHrd ll-Bteck FipLmkhtfiJLti Fl-ptailk- hagllSkjl 12*Project: Ago- Dedessa Irrigation Feaisibitty Study GWI^himI}: Site: Borrow (Dandansa site) Pit No: DhBTPS Depth(m): 1.00 Eastingfm); 249956 NorthJng(m): 939531 Elvevtion(m) B93 Depth 1 Graphic symbol 1 Soil Description FSample Remark ------------ 1 o an Soft, dark brown moiit day with 1 plant and graft roots (organic day) 1 Stiff, brownish to red day with some silt and grass roots at the top - -ItDO- i iftT fa 1 ------------------------- 1 , L29Project: Aijo- Dedessa Irrigation Fcaisibilty Study GWUmwl}: Nil Site: Barrow (Dandansa site) EestiflgfmK I49S68 Pit No: DhBTP9 Deptb^m): 1.45 Depth "bioo Graphic symbol Soil Description Northing(rn): 939307 Etvevtion(jn) 1390 Sample type Remark ■ 0.85 1.45 Stiff, brownish to red day with some silt and grass roots at the top Dense, reddish brown sandy Gravel derived from weathered BASALT Shmplr D- dHI^rfrta HBLocl Pl-plMhc to*ft21 f) Fl-piamr b-tftSkcf Qu-LfiCT»n^ cofliprwAKf ttnfth an k m c F?-FkMDt Micftri Mi-S*ll Sytaahql I2DProject: Site: Pit No: Arjo- Dedessa Imgation Feaisibitty Study Borrow (Dandansa iue) DhBTPIO Dcpth(m): 1.90 GWUmxii): Eajttng(m): NorthJnfjm): Eivevtion(m) Nil 249344 939493 1391 Depth I'&OG 0.20 Graphic Soil SampletRemark symbol Description Soft, dark brown moist clay with plant and £r*S4 roots (orjaoic clay) +— 4” + Stiff, brownish to red, clay with some plant and grass roots at the top a + -+ Siwipte D- dlalus itnl II Bl*rk Fl-plaitSc bifUktl PI-plutM batf Hbii aervxrh ta kf.’em F>*P1*«rk i*d«i SJi-S«ll SyinM 131Proj«C Aijo- Dcdc&sa [mgarion Feaisibilcy Study Site; Borrow (Danclausa sitej Pit Na: DhBTPll D£pth(m): 2,10 GWUmtsl); Nil Eajdng(m): 249243 Northhigfin): 939*70 EJvevdaQ(in) 13M Depth (iVp.oO Graphic symbol Soil Description Sampl< type »Remark >*** w ♦ e— U.Zu Soft, dirk brown ,moiit day mfb \ some plant and gr»i routs +— £"■’+" ■ sp- — +-- Firm to stiff, brownish to red, flay with some tilt and plant nwE^ai the top JS >3 m 1 r, ■ «a +-- -+- —SrlGProject: Pit No: Arjo- Dcdcssa Imgalion Feaisibilty Study GWL(masl): EMting(m): Nil Site: Borrow (Dandansa site; 249159 DhBTPIl Depth(m): 1.75 NorthJngfmJ: Eivevtion(ni) 939488 1383 Depth €k20 Graphic symbol Soil Description____________ Soft, dark brown moist clay with plant and grass roots Sample type Remark Firm to stiff, brownish to red, clay with some silt and plant roots at the top Simple IS- ditiu rfrrd ll-Btodt Fl-pistiltar fts[Ukt) Pl-pLMlkfcltflRcEl QM-UllCOHflftrd fonptmht MR^TA LA k^.cKi Pl-flune IaAci SS-S*H Symbol 133Project: Arjen Dedessa Irrigation Feaisibilty Study GWlXm^j: Site: Borrow (Maribo site) Eaatriig(m): Nil 250341 Pit No: MBTP1 Northing(m): 938153 Deptb(m): 1.70 Depth Graphic! (■tf.W symbol Soil Description Elvevtlon(m) 1370 Sample Remark Soft, brown organic day with etui and plant root _____________________________ F + + 1.40 -J Firm to stiff, brownish to red, moist (at the top) day with some silt Dense, reddish brown (with black spots of weathered BASALT) y silty sandy gravel .-J J !■ Sampkr tJ- tficrurbed H-Block FJ-plurlc bigX^kx) F2-plusik tear‘I5hai J. | QvtiK-p.nRrd (empreuih f S' |( tfrrjrh in kgrctn PI*Pinric indri SS-S+ll S)«H 134Project: Aqo- Dcdcssa Irrigation FeaistbiEty Study Site: Borrow (Maribo site) Pit No: MBTP2 Dcpthtm): 1-45 GWUmisI); NU E«Hing(m): 250S3J Northinetm): 508171 Elwvd (m) 1377 On Depth (■ft) ™ Graphic symbol E Soil Description Samp! type e Remari i — *— t. I Ort IL J5U 1 Soft, brown organic clay with grass 3 and plant root 1 ■ 11 Ji*TE k +xK' +V^ ' v+\ \ ' + \<> + x<^ \+- X+X5 ' Dense, yellowish brown silty sandy gravel with boulders of BASALT . u --------------------------------------- & * ' ■ - rTTtL-*—* H-Rlt J fl rvlaitir hiri lba. Fl p 1*5 k D_ £.,i_ E.’ n>wkiMfl(i3W // V- Qu,'Lb-cb-* fined campm-phe [ v- P5 Q1 i' ‘ ■ftfrFHkui 1 1 I ll ’Er*h lB . ? I' ” 1 Pl VsV * ** ■f' j&----------------------------------------------------------------------------- J (35Project: Ago- Dedessa Irrigation Fcaisibilty Study Site: Borrow (Manbo Site) Pit No: MBTP3 Depth(m): 1.50 GWUmisI): Eiitiag(m): Northing(m): EJvcvrloit(m) Nil 250547 93K(U3 1376 Depth (1 btoo GtSO Graphic symbol Soil Description Sample ^Remark type Soft, brown o rganic clay with griri and pl ant root +- - + +- - + Firm to stiff, browni sh to redT moist (At the top) clay with some sill Sample [>- tfllslwrfrcrs H-BhMh H-plastic ki*El Zh£-I Pl-pUwIfc* hi||lSkfti Qxi-I. q<t>a(ln*4 praproiivf uregi* l* k*'cvw f 1-fUitlr Irdci SS-WI S)rntiflw 136Project: Arp- Dtdcssa [mgiticn Fcai&ibilty Study GWHhj«I};Project: Site: Pit No: Ago- Dedessa Irrigation Feaisibklry Study Borrow ( Maribo Site) MBTP5 Depth(rn): 2.40 Depth Graphic symbol GWL(iniil): EiftinE(aj): Nori bin ((mJ: Elverrtion(m) Nil 250649 937970 1367 Soil Description Sample type Remark -hk- + + Soft, brown organic day with grass and plant root Firm io sti|TT brownish to reck ruoiit (at the top; clay with some silt and with same plant roct at the top + — " Dense, reddish brown silty sandy gravel (weathered BASALT) Sample D- dkiilHi-frcd. H D4Mk Pt-p Little D«g(Zk|_l FlpIflMlt bfl|(25k^j '■?( Qtr-l'nfMriatd rbtopraHfac S *l Mnclli i* k^. rwi Fl-Ftuhc m-flri ■ SS-MISjabri 138Project: Arjo- Dedessa Irrigation Fcaisibilty Study GWL(nwl): Site: Borrow (Mari bo Site) E>.dn ): 250190 (<m Pit No: MBTPO Dqrtutm): 2.20 N.rthingfro): 937940 Elvevdoo(m): 1373 Depth Graphii symbol : Soil Description Sampl type e Remark - 0.15 4 * • w - ~ — ■ Soft, brown organic clay with grass i and plant root - — + ■ + — ■ — + ’ H- — + -1 Firm to sdITj brownish to red, moist clay with some lilt - f' '— Num pie D- 4hniripfra H-BImL N pum< H-pirnnc tafllSlcj /j... (-^7 A ® Qw-t M*Hflfird toMprsriw : 1 / JrjJ Pl-Plkiiie i«*ri y.nTfcX M */' 5S-s*iis>«fcrt —--------------------------------------------------------------------------------------------------------------------------------------------- £ 3 | JV—- 1 “ >w»frt kt ™ 13QProject: Ago- Dedessa Irrigation Feaisibilty Study Site: Pit Wo; Sorrow (Maribo site) MBTP7 GWI^mast): Nil Easting(m): 150006 North ing(ni): 937912 Dcpth(m): 130 Graphic symbol Soil Description I I Sample Remark type Firm to stiff, brownish to red, moist +-*-+ <! J\ (at the top) day with some silt and plant root at the top Dense, reddish brown silty sandy gravel (weathered BASALT) 1 3Q L40Project: Arjo- Dcdcssa Irrigation Fcdisibilcy Study GWUmasl): Nil Site: Borrow (Maribo site) EBSting(m): 250002 Pit No: MBTPS Norxhing(mj: I 93B057 Depth(m) : 2.10 Etvevdoo(m) 1356 Depth Graphic So il Sam ple] Remark Ctf.00 symsblolm^>l Description tvpe —0,20 * » ■- Soft, brown organic day with grass ud plant root -L +“ + + + Still, brownish to red, moist day with some silt and plant mots at the top + + 1.9a 2.10 Druse, reddish brown (with black spots or weathered BaSaLT) ' silty sandy gravel Simple t>- dn curbed H-bMrfk Pl.pLiibcOi^Jkti >2-plulH uigtlShu Qta-l Mwnfifwd cmpraun ilrcglli kn kgActa Pt-^rUnk iiMif 1 SS-S+il S-ynibq! HiProject: Ajjo- Dcdessa Irrigation Feaisibilty Study Site: Borrow (Maribo site) Pit No: MBTP9 Depth{m); 2.70 GWUdimI): Nil Eastiogfm); 250154 Northing(ni): 938202 El vevti on (m) 1358 Depth Q.15 Graphic symbol Soil Description Sample Remark type Soft, brown organic clay with grass and plant root ”+~ Firm to sdfT, brownish to red, day with some silt and plant roots ar the top Dense, reddish brown (with black spots of weathered BaSaLT) siiry sandy gravel Sii*pl< D- dUararted H Slwi Pl-piMfc □■giZkgi P2-pi«ru b.K|2SKu H-ru«lin-rij p-ra-.fi 3 iVc aiFcgdi lini kgriri tadri M2project: Site: Pit No: Ajjo- Dedessa Imgatjon Fcaisibilty Study Borrow I Maribo site) MBTP10 Depth(m): 2.20 GWL(miJl): Euting(m): Northmgfm); Etvevdonfm} ND 250171 938127 1366 Depth H&GG Graphic symbol Soil Description Sample 'VP1, Remark T" ~ ~ Vi +. - + Soft, brown organic clay with grass and plant root -+ + + Firm to stiff, brownish to red, moist (at the top) clay with some silt and plant roots at the top S.mplr ID- tiifclur hrd H-BkwA Fl-pUitt* bap-Zig? Fl-plAiiie bi(<2-5k|| Qw-l nc«n1lnrd rrapruu^ iirettk la tyem ri-rt>iti< tnek-x 5S~S*il s,n,hoiProject: She: Pit No: ?Vjo- Dedcssa Irrigation Feaisibilty Study Borrow (Ale) ATEB TP1 Depth(m): 1,10 GWHinMl): Eastiag(m): Northing(m): Etvevtion(mJ: MU 144392 935180 1415 Depth Graphic symbol Soil Description___________ Sample Remark ftp* Soft, brown light In weight, silty CLAY with grow roots 0.85 1.10 Finn to stiff, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Slfflpir L> ducufbrii Il-Block Fl-pintle hiffiiiLEb Fl-plaitic b-iflJMtL? Ql^lJ ICrt fin rd CQMpFClirvt itrex'h !■ kfitfii Fl-Plutta l*dri Symbol 144Project: Ajjo- Dcdessa Irrigation Fcaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP2 Depth(m): 1,10 GWUmisI): NU Easting(m): 244344 Northiog(m)T 935313 Elvevticnlm): 14 JI Depth <^.00 Graphic symbol Soil Description Sample type Remark - 0.20 Soft, brown light Im weight, dry, silty CLAY with grass roots V Firm to stiff red, dry to moist, CLAY with roots —o^a IT? r LJXL Dense, reddish brown to grey, gravely SaND (decomposed BASALT Simple D- diAlmnM H-BIkk rj^piurH OlflikfrProj cct: Arj o- Dedessa Irrigation Fcaisibilty Study Site: Borrow (Ate) Pit No: ATEB TP3 Depth (m): 2,30 CWUmMl}: Nil Eudng(m): 244256 Northing(m): 935409 Elvevdon(m): 1416 Depth Graphic symbol Soil Description___________ Sample Jvpe Remark - 0.20 Soft, brawn light in weight, silty CLAY with grass roots FL Jiff __________________________________ Firm to stif, red, dry to moist, CLaY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT SbMph! D- diliurb*ri H-Btech PL-plaalk bfc|<2k(| Fl-pl*iiie bitf25k|; Qu- L a eon fl co-ntprctin r Urtirh in kg. era H-PUiUc ladH S$-*Sa<J S intoi 7 146Project: Site: Pit No: Arjo- Dedessa Irrigation FeaisibJty Study Borrow (Ate) ATEB TP4 Deptb(m): 1.00 GWl(mul): North faf(s); Ektvtion(m): Nil 244395 935567 1415 Depth Woo —OtW Graphic symbol Son Description Sample type Remark Soft, brown Light in weight, silty CLAY with grasi root* Firm to stiff, red* dry to moist, CLAY with roots SMfh D tfetrerbed II Wtcfc Fl-pUinc biffJko H-pUMU b»t(15kDProject: Ajjo^ Dcdessa Irrigation Feaisibilty Study Site: Borrow (Ate) Ph No; ATEBTPS Depth(rn): 1.00 GWIXmMJ): Nl* Eastirig(m)i 244476 Norlhing(ni): 935478 EJvevtioo(m): 1417 Depth -11^00 Graphic symbol Soil Description Sample type Remark H* — 4 Soft, brown light in weight, silty - O;3O CI AY with Eras? roots Firm to stifT red, dry, CLAY with roots Sample O distorted HBkxk Pi-plailfcr Fl-plank birl25*.tn QtrllacudM cQ<nprrM4vr irreflh hi fcg><m Pl-Plank SS-S-oil SymbolProject: Arja- Dedcssa Irrigation Fcaisibilty Study Site: Borrow (Ate) Pit No; ATEB TP6 Depth(m): 2.50 GWL(masl): Nil £*jtlng(m): 244521 Northing(oi): 935350 Elvtvtion(m): 1416 Depth J'b’.oo - 0.20 Graphic symbol Soil Description Sample type Remark * +' Soft, dark brown light in weight, 0- 3# »K _■ FIrmt rtd moist, CLAY with roots fc "Hz 338 jz-------- Dense, reddish brown to grey, i gravely Sa_YD (decomposed \ BASALT____________________ Stmpk O- dbCortwd H-ltork Fl-pLutic bictlkfj Fl-pusnc bip;I5kx> Qv"t'Mconriac-d coimprciuif iLrejLb in kg.>gtn Pl-Plt»fck mttet SS-SoJ 149Project: Arjo- Dedessa litigation FtiLSibilty Study Site: Borrow (aw) Pit No: ATEBTP7 Depth(m): 2.90 GWL(m«l): Nil Easdng(m): 244545 NorthiDg(m): 935192 Elvcvdoo(m): 1409 Depth Graphic <^.00 Soil Description Sample Remark - Soft, brown light in weight, illty CLAY with grass roots Firm to sdlL red, dry to moist, CLAY with roots FL iS Dense, reddbh brown to grey, gravely SAND (decomposed BASALT J D dhiuet-rt Qi“l hL4*ilnrt mpraiJyr H-V4Kh uref Lh tn k^inn PI -^aithc ttifilku Ft"PhiUc Intel PS pliMfc b»(l.2$k£i J$Oproject: Arp- Dedessa Irrigation Feaisibiity Study Site: Borrow (Ate) pit No: ATEBTP8 Depth(m): 1,80 GWL(fflul): Nil Essdng(m): 244158 Northing(m): 935280 Elvevbon(m): 1426 Depth Graph! Soil Description_________ Sample Remark ” JF “.» Soft, brown light in weight, silty CLAY with graa roots Finn to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT 1 Simp* D- dlbiurbad H-tkrdi Pt-pEHTH DB-lKk-il P]-pO-M btp.^ku152Project Aijo- Dedcssa Irrigation Feaisibtlty Study Site: Borrow (Ate) pit No; ATEBTPIO Deptblmj: 1.35 GWLfmasI): Nil Eaiting(m): Northin g(mj: 244030 935205 Etvevtion( m): 1426 Depth Dt25 4,as Graphic symbol Soil Description___________ Soft, brown light in weight, fifty CLAY with gnu roots Soft to Arm, red, dry to moist, CLAY with roots Dense, reddish brown to grey, grivdy SAND (decomposed BASALT Sample Remark type <—ft—i Mi I u 5*mplr D- di>lvrhf4 Fl-^Uyrtc Fl-pfcajrfa 2Sfct< Qi*U*cgafUed compfrM.fri >1ret<b ,fl kfcwi indei SS-SoM Symbol 153PMjcet: Ajjt> Dcdcssa Irrigation Fcaisibilty Study Site: Sorrow (Ale) Ph Wo: ATEBTP11 Depch(m): I.BO GWL(misl): Nil 241700 Northing(m): 933750 EJv*vtion(iii)i 1442 Depth Graphic symbol Soil Description Sample type : Remark -rt 70 UiZu Soft, dark brown, light in weight, i.in u 1 X X Vfc V V Xr'X t x, x T \ x \*x \ x' \ ■■■+ \ s \ h. \ x. y x. X. \ t X X +X \ *X X V ' ■■ S * ■* 1 xvX w\x x X \ i txxvxxvxxm XxXX.X.\\XXX X \\ X \ x t , i >11 ty CLAY with grus roots H 10-> Firm (a stiff red, dry' to moist, CLAY with roots —1.50 - 1 80 T-y £ X X. x X. MX -CA x- x \ x i vv*xxxx.jlA x t-i T.fl ,, . Dense, reddish brown to £reyt gravely SAND (decomposed I BASALT ■------------------------------------------------------------------ — Jj/'-/---------------------------------------------------------------------- ]5«Project: Arjo- Dedessa [m^ation Fcaisibilty Study Site: B Arrow (Ate) GWlXmul): EMtiBCtm); Pit No: ATEB TP12 Norlhiug(m): Nil 241605 933866 Deptb{id): 2.30 EJvcvfion(m): — Depth Woo Graphic symbol Soil Description Sample Remark 0.20 Soft, brown ligbt in neighi, alley ? CLAY with grass root* v_rv Firm to stiff, redh dry to moist, CLAY with routs 4.90 Dcdh, reddish brown to grey, gravely SAND (decomposed BASALT Sample 0- dlsrtrtwd HBtack PJwplurie tki fi lkij F* . PI-FteSc rndci M-plaiiie bxp I5t[F l ^ .A.-\ | Sjmtx.1 111 155-1 Pro] ret: Site: Pit No: Aijo- Dcdessa irrigation Feajsibilty Study Borrow (Ate) ATEB TPH Deptb(ra): 1.20 GWLfmu)): Easdng(m): Norchinglm): Elvevdoufm): Nil 2423Z9 933554 1455 Depth i^bloG Graphic symbol Soil Description__________ Soft, brown light In weight, silty CLAY with grass roots Firm Co stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Sample Remark Simple D- disramO HB4«u Fl-fltf* P2-pliMrK bipU^ti **Ui confined MHiprfMlrvt £ Mreyrti ho J^NliCk Ifidri j! J StrProject; Site: Fit No: Arjo- Dcdcsia Irrigation Feaisibilty Study Borrow (Ate) ATEB TP16 Deptb(m): 3.15 GWLtmaiJ): Euting(m): NorthlnglruK ElYtvtioa(in): Nil 244775 935295 1390 Depth HblOQ Graphic symbol Soil Description Sample Remark Soft, dark, light in weight, silty CLAY (organic) with grass roots ±t3O Soft co firm, red, dry, to moist, CLAY with roots \ s s Dense, yellowish brown to grey, gravely SAND (decomposed BASALT Simple U diiivrftrd H Fi-pliiisc bartlkf! F2-plun< tiafflSh-ll ■"L-flcoHKiArd (omprmjvr jn-ji lere-ftfe In kfcm .? FUiric gb^SoU Sywitwl LS7Project: Ago- Dedcssa Irrigation Feaisibilty Study GWUmwl): Site: Borrow (Ate) Eastin g(m): Nd 245133 Pit No: ATEB TP17 Northiag(ra): Depth(m): 1.50 Elvevtion(m): 935500 1386 Depth Graphic son Sam ple Remark symbol Description type - ±t5O 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 Sjwifjlc D- d iiruriwd H-Slock r 1-pJntK FZ plvsrlc tfaif(ZSkt Qr*l hcohilard {ftntprasjvc itretlh i-« Fl"FLut1c hi4f i 5S*S*U Symbol159I IftlProject: Site: Pit No: Aj]cf- Dcdessa Irrigation Feaiiibilty Study Borrow (Chew) CBTP4 Depth(m): 3.25 GWL(ni*iJ): E*sdng(m): Northiag(m): Elvcvtion(m): Nil 1436 U 938802 1386 Depth .'Woo Graphic symbol — i- J Sample type Remark O,25|~ -j=»\ _ _ +_ + -+ + Soil Description____________ Soft, brown , dry, silty CLAY with rood ~r Firm, red, moist, silty CLAY + ------ b- ----------------------- O- dlnrWd H-Blwk P Ipliin< FI-pluBL bitijSkti nets ft fiard c^mprttihtArjo- Dcdessa Irrigation Feaisibilty Study Borrow <Chew) CBTP5 I: 1 85 GWUmasI): Nil Easting (id): 143535 Northing m): 938642 EJvevtion(in): 1387 Graphic symbol t —\ Z-Z«- Z<+<- £«± - Soil Description______________ Soft, brown dry, silty CLAY with roots Sample Remark tyE£ ,acn p Firm to stiff, dry, silty CLAY tzSS \ Dense, brownish grey, gravely SAND sandy GRAVEL Sinplt D- H-BJotk FL-pIkitk 01(13*1.1 P?-p1utk b-tasku 163Project: Site: Pit No: Aijo Dedessa Irrigation FuistbiJry Study Borrow tChew) CBTP6 GWUmail); Eastinftm): Nil 2-13751 Depth(m):l 90 Northing(ni): 938658 Elvevtion(m): 1389 Depth Graphic symbol Soil Description Sample Remark Soft, brown dry, silty CLAY with organic matter + Stiff, red dry, to moist, silty CLAY with roots Dense, grey, gravely SA-NB sandy GRAVEL D- dJltvrbrt H-Bwl r I-plaint faar.lkt> n-puartc batfisH' QTT“L ic*Hfl*Mi eomprriMrf % 7 nretih la kf/e* ^.rn-PtMttc iiMMi * SS-MI Sj mtwl 164Project; Arjo- Dedcssa Irrigation Feaisibilty Study GWL4m«l): Nil Site; Pit No: Borrow (Chew) CBTP7 Euting(m): 243840 NortbIng(m)T 918755 Depth(m): 1 00 Depth | Graphicj Soil Elvevtion(m): 1375 Sample RemarkJ symbol vX" ^25 — ~\t "<£- Description___________ Soft, brown dry, silty CLAY with roots C St L if Af, Y reddish brown, dry, silty Dense, grey, gravely SAND sandy GRAVEL ] -* J -1 ■ rKPtunr iRrira 1 1 Simp*- T>- dlFwrtwfl H-BJwk FL-ptwi« F2 ptoFttefaiCflKKl 165Project: Arjo- Dcdcsia Imgauon Fcaisibilty Study Site: Borrow (Chew) Pit No: CBTP8 Dtp th( rap 1.80 GWLvdhI): NU Easting(m): 243980 Northing(ra): 938820 Elvevtlon(m): 1376 Depth l!J&» ^443 = Graphic symbol SOU Description Sample type Remark Soft, brown dry, siJty CLAY with roots StifF, reddish brown, dry, silty CLAY Dense, brownish grey, grivety SAND sandy GRAVEL *0 rr Sii»pk D dlsnirferd H-BkxiL ri* plastic tnfKlk|» PJ-piattic hafCiSkO QvllBcaaftatti eafciprfrihc icreiia I* tafjcm PI-FLattic ladra SS-S+II SyvMProject: Site: Pit No: Ajjo- Dedessa Irrigation Feaisibilry Study Borrow (Chew) CBTP9 GWL<m**l): Easdngim): Nil 243448 Depth(ui):3(Kl Depth Graphic fftlool Syl^b<>L + Northfag(m): 938792 Elvevuoofm): 1371 Soil Description Sample Remark Soft, brown dry, silty CLAY with ■ roots_________________ ______________ T- .+ - — -J +' Stiff, reddish brown, dry, silty CLAY XX X Dense, brownish grey, gravely SAND sandy GRAVEL \X X Stfflprt D ftliEarM Pl-pluDc r i-pljiric m«(LSM.i Qw^UfecanfaKi cgfnpr«U¥r MTe-fia 13 tat.r l67Project: Sil*: Pit No: Ajjo- Dcdtssa Imgition Fcai sibblty Study Spillway SPTP1 Depth^mi):2.00 GWLv»«0: Easting!.™)' Ncrtbing(mj: Elvevtion^m): ND 242486 941794 1379 Depth Graphic Sou Description____________ Sample *ype Remark Soft, dark, expansive silty CLAY Soft to firm, reddish brown, sandy silty CLAY ^1 PifrriTg- Simple D- rilsrartoed Pt-pULidt tMECZkji H-pfeife hitfl Sin flat* eempmwt i la tyetn ladenProject: Arjo- Odessa Irrigati on Feaisibilty Study She: Pit No: Spillway SPTP2 GWL(m«I): Easting(ni): Northing(m): 94 E tve vtion^m): NO 242+47 1841 Depthim): 4.00 1378 ----------------------------------------- 1 Depth Graphic Soil Sa mple Remark symbol Description Soft, dork, eipansive silty CLAY . zt ■+ Dense yellowish to grey, friable, sandy GRAVEL (decomposed trachy BASALT) 4.00“ 3anip4f D- <ln+rW H-BkKt r fcatnu) r] pUMk mfiisiiij CMpreiiivc 'fz 'L. '. if-flaicJe li*dci gfjs-S-oll SymbolTHE FEDERAL DEMOCRATIC REFI BUC OF ETHIOPIA MINISTRY OF WATER resources ARJG DEDESSA IRRIGATION |‘R£).I»C“I FEASIBILITY STL’Dl Geological and Geotechnical In^esiigation Pan J] - Appendices Appendix E: Laboratory T est Rcsu Its M>> 20<r WATER WORKS DESIGN & SUPERVISION ENTERPRISE nutMHiMwni 1N H*C 3HT1Ht»TAl 5 OHS UITAKTS AN (1 TICHH9 L f-' • ; Ji} I • ' p 0 iJcjs 2561, Addh Ababa tLhiopi^ Tei:i‘2S 1.1- 6l*5O bJ 189-0 Fas i!25 I r II If-mail w v*. j y ctSKkCtim nes <[Afaeena/j Zayejgjg'jWJJ1 jPcggrX-jJMC S 40036 W 42M0O. 423366. 420616, 420601 FAX 125I1 U 420153. *00621 PROJECT V 16074/98 FINAL LABORATORY TEST RESULT REPORT Project > Arjo-Pedessa Irrigation Feasibility Study Client > Ministry of Water Resources Location ■- Aijo-Dedessa Flam ■* I - AcfaLis Atais Mwamtaf.I__ I i_J l i. J i J I J I—J i L_ _J 14 4 J U J IJI*I IJIJL4Ii M* LoctfRtal d "™* *cl» ttapfh Im] SprciDc r***r Qi Bin fll|f <J ft ■JubiriMA ftnnrl % rifH % talrlrt U. 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Saad Samples Grain ■!■■ U»H —‘giil | | R d|r«4>'l M* k>i he* 0*f* Ui |m] l^Xo DigrikH -Tifnlranl Driivif % lBf»O % rim ft 1*1 Fi«» Iwdl -LSI L0M4 Lft 1 Dmii R Oentt ■l*| C hNJmi C Rfmataw DEG PEG 1 |c-fe □«!>-'■ 1 7SS 4 90 « I io 5JW 1417 1403 0 77 4 so 7 LckM*r*»« 7 7 55 s 15 5 0M 133] u<n IMO QM 3 43 J Lol'J budfr L 7 $5 a •n 14 7 ri 120] I4W mi 0M * W 4 Loftn lu rtfcr 2 755 i H 0 7i*l 111] 1*11 461? 012 5 Beretta: 1 J 55 3 H 7 7 13 1?!.’ I1V| 141? 0 61 i B#*lM 3 2 55 i 71 II IW Iiw 111? 1417 003L [ f" L L 1“ - “ L r : i : i : i : i : i : i i Vr w O*Prai NO Date 'Sample ID P.O. Bas -W036 Tai. 420$l6-420W1 IF AX <251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project C Neill vocation: Descripbcn: Arjfl - Deessa Imgahon Fofasakaillity Study Ministry Of Waler Resources Arjo - Dedessa Red <o brown silty elay TP.'BH Depth i.m) AT® TRl 0-25-0.8S WMNWEWSTRIBUTISN Specific gravity Grave* Size Sena Size Fine Grained -jarw | MfXJvn | - 'W [ Z-iKfW [ MKrjm r r r« L 3* 5*W Oav Szf Tweed by~ Date yiiKa Chtutd By: A Bran am Assefa Date. gnoraaW C^Praj. ho □ale Tw7i« |Samp*w 'D 3s4VB<4 ’ h P.O.Box «03B T.., 42Q6-&-XJ0W1 FAX l25l-1) 42 01 53 MATERIALS TESTING DEPARTMENT ANtJ FOUNDATION INVESTIGATION DEPARTEMENT proj«ot Arju - Oaasu Irrigation Faisiblllty study CIlMit Ministry Of Waiar Resource* tMatlcw; Ago - Dooaasa Dv&cnpikin; Rao io brown silly clay TPIBH iTBTPl Dapfh (mJ 0.2043.9 GRAN SIZE DISTRIBUTION SpBcrflc gravity 1H 5r>vei Size Sand $iz» Fine GrarrteO hi rr.R Co*o | uen um j f re SJhS<» CllySm TsstMby: Dai. : Tf?? T*!» 3/1tm Appnjvaa □aia CMcxaaby: Abranam Assafa Ona- g/ia.'OB.'A QiProi NO Date ^Sample D IDJMmM P.D. Bqk 4X1038 T*k KQll »-*Jc GQl FAX 1.251 -1 f 42 (J1 M MATEftlAi-S TESTING DEFARTME KT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arjo - Dee9$4 irrigation Feasibility study Ministry Qf Water Resources Afjq . Decj&isa Rec to crown s ilty day GftAjN SIZE DISTRIBUTION TP/Bfi a TH TP & Depth |mj 0-20-2.4 Specific gravity__________ Z.54 Tested by: Tsiqt TSK3 Daw : Checked Dy: Anranam Assefa Date; MW"W O/Proj So Data F*4*7*^M [Same* □ -L qa-fewfl i s P.O. Bon 4O0JU Ttk COBl S-t2GKDl FAX 1.351 -1) 42 Qi S3 MATERUU5 TESTING DEPARTMENT .AND FOUNDATION INVESTIGATION DtPAflTEflA ENT projtd Arp . Ottlw IrrifllliM Ffaaibillty sluay Client Ministry Of Water Resources vocation Arp * Dtdtssa Daicripdtrfi: Red to brown silty clay TP.’BH ATI TP T Depth im| 0.3-1. BO CHAIN SIZE DISTRIBUTION Ispecdlc -g^raviiy XM _____ -1 Gr^ln S<1» Lrtwnj Tuairt by: T>i-ti* TfrK.3 c.,t Sfiqaa Cinema fry A pram m cm, sriOftB|W Ot’P'q No Dam T0-O74-'9e XL‘O*>« z — - -1 [Sample i0 :>-n.SSB20 P.O Box 40039 TeL42091S-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OEPARTEMENT project Client LO’CJlton Deecriptlon; Arp - De&ssa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dodessa Red to brown lilty cwy __________ gRAihSgEDgSTRlBUTlOhl TP/BH ATB TP ■ Depth (m) 0-30-0.90 jSpe-Ctfle gravity Grave* Size Sand SkH Fin-e Graineo C-iin* jua.in| ■ <-« tWM | !J*i3u.-1 [ -F-rtO $<w ~| Gay Sae Tested try Dele Tslge T»lta 3/10/98 Cheesed by Abraham Asse»3 Date:zl <®sl !w Q'PrQj no □are | Sarnie iC~ [ H&jfc^rT «z«'- P.O. Box 443036 Til. 4lD€i 4-OQJO 1 FAX 12S1-1| 42 01 M materials TESTING DEPARTMENT AND FOUNDATION INVESTIGATION departement project ClWfit L-Ocatlon: Dfl»c.npl»gn; Arjo - D«sva irrigation Feasibility study Ministry Of Water Resources Arid - Dvd«s» Rod to brown silty ci4y with little sand GRAIN SgE DISTRIBUTION TP/Bh D*p1h (fll; A TH TF iQ 1.2S ^1J0 Saecrflc gravity j LSI Grjvci Stjj [M :!u??ij| ■ X X--------------- ^1 X. 1 - ■s II Trsiid by. Oats CMckfld bjr Dili Gira WQfK kibyr Sri (MM Aor?nam Asse^a Approved by Dali _*r .i; j (■A OwProj Ng Dm F Samow ID 30.0^9* P.O Box *Q03fl Ttl. 4206lfl-*2M0t FAX (251-1) 42 Ol S3 MATERIALS TESTING DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTEMENT proj+ct CUtnt Location: Oencriptlan: Arjo - O+tssj Irrigation Feasibility study Ministry Of Water Resources Afjo - Dadessa R*o eo bfown silly clay TFfBtl ftiplh Iffl] JkTB TF 11 0.20 -1.M fl^Alh SIZE PI^TRIBUTIOU Fnt.dOf Gill ktbpr Approved Otf , gjiorM Oat* : Checked by: At^na/n Aaieh Q-tB. UflQF9BW Orproj. No □ms ID' Tft-or^vs WWSkSfl P.O. 4fl«6 T*l. MQllMiMOt FAX |25l-1j 42 D1 53 MATERIALS TE3T1NQ DEPARTMENT AND FOUNOATlCN »M^£5TlOATION DEPARTEMENT proves Arjo - Dmsm irrigation Feasibility study Client Location: Ministry Of Wa«r Riccuru* Arjo »Mish Description: brown titty clay TPiBH ATB-TT13 Depth ml* 0-20-1,W GRAIN 3CE DlSZfiJSUllQN Specific gravity Gram S«xe (iron) T«*t*d by: QiW wort kibar Approved by Dace : grinds □at* Ch«cmd by: Abranann A^safa Dace 13/1O.’9B TryV.OfPnj|. No Date jWMt SarncM? ID- 5^^094J P.O. Bai *4036 Tfli. «Ci6tfl-4j$«i FAX 1361-1)42 01 63 MATERtAi-3 TESTING DEPARTMENT ARID FOUNDATION JMVESTlGAtlON DEPARTEMENT project Client Location: Arjo - Deussa irngafon Feasibility study Ministry Of Wit«r ResotlTCW Arjo - Oedessa Description: Brawn silty clay with llttia sand TP7BH *T»TF« Deptftlfflj 0.1 D-1-30 GRAIN SIZE DISTRIBUTION Tested by: Gize work klbtr Approveo One gfiom Date : _ Checked oy* Abraham Assofa Data;4 rt. a.'P'c. “mo Dale 4 P □. Bom 40WS Tn. 42fl6 -6-*206l}l FAX |2Sl-1) <2 U1 53 MATE RIAlS TESTING DEPARTMENT AND FOUNDATrON INVESTIGATION DEPARTEMENT * project Cliem Arjo - Dcessa urigatiufl Feisibility stuoy Ministry Of Water Resources ■* Locaeon. Aj-jq * Oedessa- Description; Roa to brown silty cuy with little sand TPrBH ath-pit * Depth (mj 0 2 -1.10 GRAIN SIZE OrgTRIBUTiQM Specific jftvny I ; tr Gravti Sw $jn-d Size Fine Grained iJ 2 « M £ y ^x^jj ■■ Sil Sji 3ia« S4* TMita by Di1a Checked by Gyre work kibgr giTQi^g ABnham Aftth Dale:[W OrProj. No OaW TIMJTUW JGOV08 'Sdmpin □ _ S>-^ J P.O. Bill dOOM T#L *50616-^20601 *AJt L251-1) *5 0l 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION IN-VESTIGaTIQn DEPARTEMENT projKi Arju - C»?ssa fendgaUan FMtibiNty study Client Ministry or Water Resources Location: Arjo - Dflriessa DffssfIprlan: R« to brown siity clay with Some wnd TPfBH T^1 Dtptti(mr 0.1 -0.9 GRAIN SIZE EISTfllBUnOfr ________________________________________ 4 * ■ ■■ ■ I B d 1,W 0,'PrQj Nc Dare ■Samp— ID WWU-M P.O. BnHOOJ? TH. <2Mlt4jg5Dl F AJC (251 -1) 42 01 S3 MATERIALS TESTING DEPARTMENT AN D FOUNDATION INVESTIGATION DEPARTEMENT prcuci Clivni Ajjo - C«*5J a >rrtgalfcn F»iiibilHy sluay Ministry Of Aspr fttuourtsi L«atidn: AijO ■ Dtdsssa CUflcripllon. Rm !o tmjwn slhtj clay wiUi Sflma sand TP/HK CHB. TP S □ppChtml 0.15-T.O& GRAIN SIZE DISTRIBUTION StnaciFliz in I I' jI * 11' I I I 1 1 Tcswfl fry Dart - Cn«tk»d by PtM; Glrmi MtnQQha 900/98 A&rjham Assefa 130 0/98 Approi—n Da— I ■■W Ol'PrQj. No Ttr-o ?<--»* Dare jacs™ |3JMnpwlft I GjHrtMS'H I p 0 Bas 4(1036 r»l. 42M16-4100D1 FAX (251 -1)4201 5-3 NATERLAaS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEFARTEMENT project Olieni AfJO - Dmuj Iffigaiton Feasibility study Ministry Of .Vater Resources LKaUsn. Afjo ■ Dedessa ■ Description : Rfld Go brown s ikty clay TP/BH Depth (m) CHB TF J 0.3 ■ l.s * grain ^ZE distribution 5.:ecjfic qravi(y 1T> * Gnin Size * Tailed by: Date- * Ch«cK«H3 ny: ■1 Dale Girmi Menqeaha 9*1033 Abraham Asseta 13QMB 1* 'AT CvPrOj. NO TMT«M <t>4 Owe »«■« TW^g-f^gg [Samcie iQ I j P O. Box 40036 T»i. J2081S-420W1 FA* |35l-l}42 Oi $3 - MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Ghent Localtofi: EkMcnplJQn Arjg - Deessa irrigation Feasibility study Ministry Of Waist Resources Atjq - Dedessa Red Ed brawn silty clay GRAN SIZE DISTRIBUTION Grave I Sfif Sand Sled Fine Grained • jAMj-uT’l ulM»» | Vcdiuti | F-nj S4i 5<z» City 5«-r* 1 ■ Girma Menasha Approved by : Date ;___________ Abraham As sefa I 13/10/98 ?2 i(k W OrPrgj No T$-j57*'W D»te PC e<JM *003$ Tai. 42M1&-42136D1 FAX 1351-1 j « 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Ano - Deessa Irrigation Fmsi billty study atom Ministry or Water Resourcaa Location: Arp - Dedaua Daacnptiofi; Rea to orawn silty clay with little sana TP»B« CM* ™ Depth (m| (L2-1.T5 GIWNJgE DISTRIBUTION Spflr.ific gravity 171 Grain Six* immj Taslaa by Data Chackad by! girma Mengesha 1TIOT8 Abraham Asset? 1 ApprfjwM by Date ;________TW74-W jowfl _______ CO. Z-1 — w O/Praj NO Daw [SantpeiD- ■ j ■ i'" ■ X UHM I HUHu ff *1 II fgl ■“■. ■■ 1HI ■ - P.O. Box 4£D3fl Ttl. 4J&515-*20 60i FAX. [231-1) 42 DI 33 MATERIALS testing department AND FOUNDATION INVESTIGATION DEPARTEMENT Arp -Daaua irrigation Feasibility aujay Clhnt vocation. OtscnptKMi: Ministry Of Water IReicurcaa Aljo - DaOassa Red to brawn silty ciay * Uh IttlDa sama TPJBH Oaplh (mJ CHB tp • 0,3-1 J _______________________QiWi see pis-ntiBirmj* Jp<ciftc gravity in ~ i Cooot Gravei Srzu Sjnd 5lz« Finn QraiAVd “:*m iAwr 1 fi-w kwrwi ] M»GcZ" 1 « n« 3*S« C:»y5.?*V/ QjPfqi No Date | Simple ID J P.O Bo* *0036 Til. «D6ifi-42Clfi0l FAM (251-1|42 Qi 53 materials testing DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT ■ project Client Locvbon* Arjo - DhHI irrigation Feasibility jiuay Ministry Of Waur Resource? Afjg -Oedessa Description: Red to orown silty clay with little sano TP/BH Ota TP I Depth ^m| 0,4-1-3 DRAIN SIZE DISTRIBUTION Specific gravity !?■ Gravel $in Sand Site Fine Grained □MTM [ htaHrfn| ^me Z JFM [ -J” | F no SJ 5l?* j Oav SiZ* ■ k ! Tested by Gihtm Mcnqesha Oat* ; g/10^8 ChtcJctd fry Abraham Ag^ajg Da« im<NMffl OlProi N* ISmpw D Tfr<l7V9« jC-i" h '.fl £.0 &qi 4X3036 Tfl,<2M16-420€0i FAX |23l-1) 42 Ot W MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT projKl CMOl Location: Description: Arp - Deeisi irrigation Feasibility slutty Ministry Of Wat*r RjMDWCM Arjo - D«d«ssa Rod p brown titty clay with r Ittie sana ____ GRAINS DISTRPBMTIQN TF®H Depth 1<n| CUB TP * 0-2-1.6 jra^ity W ?Ml*a by: Sjitna Mangat Dm : 9; 1 PISS CMckM by: Aborurn Asaefj [j, , t tan aw"w O^Pfoj. No Da« P.O Box 4403C T»1. 42M l FAX |251-11 *2 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arja - Deessa irrigation Feasibility study Client Ministry Cf Water Resources Local Ion; Arja - Deaessa Description. Rea ia brawn silty clay with little sand TFJBH OH0TP1 Depth 1W GRAIN SIZE DtSTRreUTlON Spncrfic gravity GeZC wcck-jciber gjiorea A^aham A^efa VQ/ODVr OflProjj. nq T«T4jM P.O. Boh 4003B Tei. 420*1 M2M01 FAX <25l-1 > 42 01 53 MATERIALS testing DEPARTMENT AND FOUNDATION INVESTIGATION departement project Citom LOCiUOfl: Dvscrlplkwi: A^o - Deessa Irrigation Feasibility iOJdy Ministry Of Water Resources Arjo - Oadessa Red to mown silty clay with little s-and fiRAIN «£ pi TPiBH Oepth<m| UO-1.SO ° riFTT 3 Tested &y: Git* work kiber Approved Due r 9J1Q/SB Okie ■ Checked fry; Apraiiam Assefa Dele 13iifll9*r ~ ■* * * "»'• ■ ■ ■■> »• ■ [yf O.'PfofNo date ISamoe lO P.O. Box 40035 T<t, 420516M2M01 FAX 1251-1) <2 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Clhfil Location: Description: Arfo • Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo • Oeoessa Red to orown silty clay with some send GRAIN SIZE DISTRIBUTION TPfBh Depth imj 2.70 Grein Size |mm| Tested by: Data Checked by: □ate G<ie work klfaer 9/101998 Abraham Assets 13/10/96W.GuPruj Ng Daw SamcMH ID TMH« 3QWM PQ &0KUC1J6 Th. 43Hl«-4ia6Dl FAX |25l<J«ai 53 materials testing department and foundation investigation departement project Client Local ton: Ascription Aqc - Dtusa nrrtgattan Fusibility $iuay Ministry &f Water ReMurcw Afto - D«d4»a Rid ip Prwn silty clay TPfHK DHam Ehrpth ijrn? °-1 -So ______ _____ ____________ ffRAJW S^E Q|jTREgyTjQN ■Sptciflc gravity m C-rtrfrt* Graves Sue Sana S4ae Fin# GniHBEi Cmfm |Wtoijrn»| -nt COATM ] MK^/n J *W r SM' &n 6ev54e Grain Sue (mm) Tee tea by Oat* : G-tofrwgrt Kibsr auorsfl Checked by Ajoranam Awf* Date: wiresW Ol'Pffli. No p ate MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT pfOJtc! ClteHt .ocatlcn; DoKTlpUM: Aqo - D*e*» irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Rad to Of own ilrty clay with little »rw ggWN 5izg distribute Duaipw 1.23 -1J20 Sptgflc Jjrivtty Tested by Gere wgrk Kaber Approved by ; Dale : Dat* Checked by: Abraham Assefa Date: 13/1 OtfM X-> ■W QP^Ot. No Daw iSample iO P.O. Box -MK33S Tim. 4MSl5-tiQWl FAX 51-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND foundation investigation departement project Client Location; Oascdptlon: Specific ya*ty [ Arjo - Deessa imgxtlon Feasibility study Ministry Of Water Rw3urc» Aqo - D*d«ua Rea to bro^n silty clay GRAIN SIZE DiSTRiBUTtON TP/BH OHBTF’d Oepth imj 0,20-1-50 Gravel Size Sana Six* Firw Grained Ljdrta | Meoun [ FtfW Sm S<u Cav Sze Tesied Dy: Gue work klber Data : Qft MS Checked Dy Apraham Assefa Dace: 13/TQ/MP.D. Box 43036 TtL42MlM2Q60l FAX 1251-1,42 01 53 MATERIALS testing department ANO FOUnDaTNIN rwvE 971GATJ0W DEPARTMENT prajKE Arp - Demi irrigatKm Feasibility icudy Cllant Ministry C1 Water Resources Uratai: Arp - Drttcta 0*1 Grip I Kjn: crown $i||y clay _ _ _________ GRAIN 3g'E DISTRIBUTION Specific grayrly LIS TPrBH OHBiPtz DtpEhlniJ OJD-1J» r„wo foawcretlbgi Utt ; Ch«krt fry Awsnan Oil* IlnDW|W OiProf n*o TS-or«S» Det*_____________ _ [SArtipx ID' P.O. Bqx *0036 T»|, 420618-420601 FAX (251-1) 42 01 $3 materials testing department and FOUNDATION INVESTIGATION DEPARTEMENT project Client Location; Description: Af[O - Deassa irrigation Feasibility study Ministry Of Water Resources Arjo - Deaessa Dark brown silty clay with soma sand GRAIN StZE DISTRIBUTE TP/BH -a TP 1 Depin (m) 0.20-1.50 I Specific gravity 2-*a ~ Gmin Size (mmj Tested by: Oate Checked by: Dace; Multi Beyene 9/10/98 Abraham Assefa 13/10/98 Approved by ; Date ; ____W O/Pro, NO TWMriM LWW ISaropa IO 1 Gj,^.Sfr822 P.O. Box JQGJfl T*t 420J1MZ06GI FAX lifll-1 j 4Z Qi 55 MATERIALS TESTING DEPARTMENT ANC foundation investigation departement propel Ajtjo - D««ua imoattoin Feasibility stu^y GUvnl Ministry CM Waler R.*saura#» cOClIiOn: Arjg • Dades sa Oea-c rLptlon Rod to brown silly clay with some sand TPfBH MS TP* Depth irr»> d.15-1.?0 GRAIN size distribution gpjgific Ity * I ■■ * ] Approved by Data I s I* Tulri by: Dale r Cheeked fry: Date: Mulu Beyene 9/1Q/98 Abranam As$»Fa 1^iq.»98 JW O.'PrGfl. No Date T«-07a^B WWW [Sample iQ ■ GureWj P.O. Box 40035 T«L 420515-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OEP ARTEM ENT P™4«l Client Location: D«cnpi*on: Arjo • Deessa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedes sa Red to brown silty clay TPrSH Depth i.mi #TM 0 JO-1-70 ____________ ____________ GRAIN SIZE DISTRIBUTION Specific gravity i ZM | Gravel Size Sono Size Fine Grained | • ne Gcwne | -AM | ( rw Sn SiXe Cay S«ze * * «s i IX i 1 — x. r hili ' ^-,1; |' 1 11 j Lit | II 1 . 1 1 ■ 1 —— ■ ■ 1 1« 0.01 0.00* O.OOOi Gram Size |mmj Tested by Mulu Beyene Date 9/10/99 Chocked by Abraham Assofa Date: 13d 0/99O-PrOi No Dale Ju™---------- [SarriDifl 'D OM&02‘ P.O. Box Ttl. FAX (25 id] 42 On M MATERIALS TESTI NG DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTEMENT projtcl Cltafli Arjo - Daassa Irrigation Fiasibdiry itudy Ministry Of Watar Fteaou rces Location: Ar jo - Dwtm Dwcnpclgn: Rao to Drown siJty stay wttft soma $ar»o GRAIN SIZE DJSTRIBUTIQN ISfMctfte gnvlty ' M* TPfHH D*ptn (mJ ■BTP7 0.70-1.30[W"OPnA ■fl-O'i-T" >1* - Isynpio^j- | aunwa | P.O.0OXKQJ4 T»i. «JDC1M3WO1 FM (281-1) *2 01 AS IaaTEJIiAlS TESTStG department AND f&UNOATlON INVESTIGATION DEMJITEM ElNT prO|Kl ClfefiE L&CJlion: Dv&criptlon: Arp Oihm unoition Fusibility «uny Mun^try Of Waw Roaourws Arjc - Dtdnii Rod w Drawn cHyty silt wilfi iittt* mho gFyuN SJE pi^rRiBuyia* N»tt» □•(Mh (.rm Q >1 .BQ ■t-ritHI1 Grtwi 5 jo 3jnC 5>z« Fin. SnmK • [MKW I F--1 :^ri« [ '4W’ ] F« &ri*2» C*ri2t t«km df Muiu Bry*™ AWHOvid by ■ Dir* tdW98 Daft Clwciwdty: APranantAjMlj D-itr 13HHIW<^1, E P.O. Sas 4CGU5 T|i, <20fll 6-42C64 1 FAX |251-1j 4Zfl1 *3 MATERIALS testing OEPaRTMENT AND FOUWDATON INVESTIGATION DEPARTEMENT Pfojett Cliinl Ago - Dcnsa irrlgaiKn Feasibility stiKty MlnUtry Of Waur RrSqurtiS Lflottwi: Aijd - iJMtsaa D*j.crifxhxi: R«d ba Bro#n tilty ciay with litlle i»d TP‘0H MBTFt ttapdi i.m|i (MS-1.00 ______ ___ _______________ GRAIN SIZE PISTRIBUT1QN S pacific priMity 2MIw Oi'Proj. Nq 'Daw ________ Nils’?! P.O Bdz*W38 T«, 4JMH&-*!MGIJ1 FAX <SSi-1 j 43 01 53 Materials testing department and FOUNDATION investigation departement project ClltIM Ar Jo - Qaassa Irrigation Faatibliity ituay Ministry Of Water Resources Location; Arjo - Daaess-a Dwcrlpitarn Rm io brown silty c»ay with Itttl* sand TPiBM Ha-TPiQ □eoth imF 1.1Q-ZJD GRAIN SgE D!$ TRrBHJT|QN Specific. gravity «♦ ] - 1« aQ > fl.: 0.01 0.001 Qtwrn Grain Sue |mmj tart by: Mul^BjvenB Dan : 9H0/95 Chocked by: Abraham As?ef> DiCt;P.O Box 44)03* Tel 42 C* 13*18 6* l7dfi+8 *5 FAX (251-M *2 (JI 53 MATERIALS TESTING AND foundation INVESTIGATION DEPARTMENT Vy.O.No : T6-07*raB Da it • 30JWSB Propnct Client Arjo - Deessa Irrigation Feasibility Ministry Of Water Resources study Legation; Arjo - Oedessa COMPACTION TEST Type of Ccmpacflon - Standard Maximum Dry De-nsfly I 1340 Sample No Depth Natural M gaturs Content (%} Optimum Moaiure Content (%) A1B TP-3 0.20-2.10 5J0 3±B? Dry Density Vs Moisture ContentP.O. Bui 4fl03$ Tat 42 Ofi 13-15 65 17-15 *5 46 FAX [251 ■ 1) 42 QI 13 MATERIALS TESTING ANO FOUNDATION INVESTIGATION DEPARTMENT W.O-Ho T6-Q74/9S Prone: Olvnrt r Location: Atjd D«ci*5ia Irrigation FiaUrblWy atudy Ministry ofWattr Rastwrca Aqo Dfd*5*a COMPACTION TEST Sampl* No D*plh ATBTP-4 Q.ID’O.BO Typa uf Compadkifi - atandAffl 3 Maximum Dry Density (Kgim ) 14M Natural Molxtufw Content (%> Optimum Montura Con tent {%} LL1£ 35JQ Dry Density Vs Moistur* Content Trslrtby:- G<^b work Kibra Apprcw&d by ;:- DM... WHOM Date ChKtrt a* Abrrtum Ajj.fa D«*> 11-10198F O, COX4JK1U T*|. 42 M 13-1( « 17-164A 4* FAX (251-1) 42 01 53 materials testing and foundation investigation department prcjfCT Atjq Dttfmi Irrigation FiluJbillty Study Clwnl ; Wirts try a< Watar Resource Locitkin: Aria Dedesia COMPSON test W.O.No ; T&-07VM 0,1. ; 3W04/M Sample No ATBTP-5 Depth O.M -1.10 Type of CompMiwn I- itandard 3 Maximum Dry density lltym ) Natural Moisture Conunt (%) 13M Optimum Mocitura Content (%] 15-20 W.1Z Dry Density Vs Moisture C&nterrt T.itea by- Glz+wont K.bre Dltr- fiSHMB Apprtvwd t>y : D»t* Cluekld btf:ABMM*n Aascfa Dll*:- 13J1W5SP.O Boi <M3( T«l 42 OS 1 Jri& 5$ 1?K <4 *5 FAX [351-1J 42 (H 53 MATERIALS TESTING AND FOUNDATION UNVESTTGaTIOn DEPARTMENT W.O.No TS-QT4J95 DJ(. ; □O.'OWM ProjB-ct Arjo - Doossa Irrigation Feasibility study ClLana : Ministry Of Water Resourcas Legation: Arjo - Deoessa COMPACTION TEST Typ* of CompKtion Stiftforcl Mixlfflum Dry Dvnsrty (K&mn^ SampiB No frtplfi Naiural Molrture Content (%) A1B TP-6 0,20 - 2,*0 ^5.45 12T3 Optimum Mcnturo Contem {%} <3.ttP D17 Density Vs Mens cure Content T««d by:- TsfaeToM otie - pan orca Chickrt by: ftpraftarn D»w> il'iO^flW.0-NO- Date Project Arjo - Deessa Irrigation Feasibility study Cltaflt I Ministry Of WatBr Resources L&clUdft: Aqo - Deoessa COMPACTION TEST Sampw Owpth N* AJB TP‘7 0.30 -1.BO Type of Completion ;- $Eaj>danJ Natural Mofertufw Content (%] 1B.34 3 Minimum Dry D«n*ffy (K^m ) 1214 Optbmum Maature C ontent [%> Dry Density Vs Moisture Consent WputLir* Conunl {%) Tt»t*d By> T||flf Tf*a Date.- 09nW9B CMcM try: Ajfinjm As sa fa □at* ■.- iinnui Ap^rpy^-d Oy :ACS pftAOJGldtf "*I*C ujhD>»q* ;Aq B6.DU/&D -WKI ajqi> fcja-M azi£j -. Ao *%3 ]<J-B3uo[j ajnipoH ItiaiudOi •Jnisia w 5a A^suag Ajq OCTff r%) iwaau-oO •Jna*iOH mnujttdo SETT |%|i jLrttfcuoa untmfl pumaM 091L 1S3L h-dllO^d W(35 ^iLii-a-y.i 4jhu»q mriuiJEVH ikiiFJulfis ■ iMiiiiwdujga ju M-fl-SFf] & d±H±W ■“» ■'duJ’S - uflndu^Ma essiMfl . UOUEOdl ^aiCM IQ 4uI1VFU»H iu*l3 afi/DLrctr jjkq Mn’iti-si <=n o w Apms Jti!|iqrsE#j uomeBilh BBiB&Q- oUv LN3W1U Vd30 NQI4T5LLS3ANI HOllvawnQJ a«V fJUuSl. SlVIHilVM rs IQ t> k-lGE) JtYd 9’ fir 9 L; 11.93 3 !■-£;■ 9& mi 9t gp> Mtfl p jA 1^ ___________________________ W.O.Hc TH7*« C«1b t SMW frOjKE CJImc : LncJtkxi: Ajjc- Dwwi Iniflurtfort FwtttMfcy H =*■ o* Wjter rwoMW Arp Dvdis-s-v COMPACTION TEST SJirpI# NO Dtptfl ATBTP-lO D.75-1J0 Typo o< Completion > iqnwrcl Dry Owify 1SZ Nitum MahWtf Contmnf l» Opttmuffi MOBUJt* Conttnl (%] 1158 iL21 Oft Dtnirty Va «Di*lur» Content Mphurt CwttM (%> T.strtfljn - Girt ogrt Kifro W.!W aimaod tnr Mf? n^i faMfo Mr. iyioaa Approvrt t?y ;. ■f» D i«M T*i 42 M 1 MS BE TMB <5 FAX |251 -11 *2 O1 S3 UATERJAU TESTP^AiW FflUN’DATlCW INVES^IGaDOH DEPAfiTMEhTT froyati Af|q Dcde&sa inlflattan FNfttilfy M£l0y ClifHI Ministry -of Wiwt Ristjyr^f LXXfcr Ago frCMiJ coiipmtkmtest W.Q.No TMTW96 Data 3QI0WW SjttW No u*pw ATBTP-11 U^n-i ■ l.» Typa nf Compjdiqn :- itantfart Maximum piy (K^ml IM MUiraJ MoritUJ* ConrtnE |*>? OfMJnnum Motetur* CmIhiB 19 J3 MOO Dry DwUtty Vs Moisture extent Teswdnr- Glw wgrl K^r» CM*- »iW Approved by > Cltil > Ctadtd QiTAhpftarTiAKflfl CltK' Vl'infMP.O. «CJMe Tfl>. 4J lJE 13-H £6 17-lB 48 4* Fwt (251-1] *2 « material testing amd foundation investigation department PrgjttT Arjp Oaoa-ifj Irrigation FoJSrbltty S-turiy CINnl ; Ministry Of WAT FUSWfrta vocation: Arjo Deoesea comfactiq* test Pro]. NO T8- 074/98 Daw ,30/09/58 AT0 TP 12 Depth-'O^CM JO □ascription. • Type of Compaction > etangard Maximum Dry Density (Kg?m } 1421 Natural Montura Content (%) 1LZ* J Optimum Molsturw Content {%, <9^0 Dry Density Vs Moisture Cament Moiindra Content <%} Tastaoby- Girmi menoe^na Data;- 0*10^8 Checked by Aoernam Ajsefa Date- 03110/18 Approved by -. —**TEfiL*d.S TESTlhrG AND FOUNPATigM U7ESTIG*HQM PEPABTMEnT W.O.No: THJ74JM Oiu aa-M^a Project Arjo Dedeeea irrlQXion Feaeeibinty stutty Client Mirittiry of Water Resource Location: Arjo Dedessa CPTACnOW TEST Sampre No Oepttl ATBTP-U 0.10-1.30 Type of Compaction • standard Maximum Dry Deneity IKfliml till Natural Moitcura Content (%) Optimum Moisture Content (%) 13.10 jTja Dry Density VS VoUuir* ContalUt Teeceabyi’ Gize wgrt Kitire Dm:. Greeted fry Abrinam Am»Ti Date- 1HS25 Approved by Date _________?L.T~ .■■■*■■ a I B i e-r-T'- -n------------------ MATEJUALS TESTING AND FQvMDaTFQn INVESTIGATION QEAaATMENT Project Aijc Onata** prngiEiwi FhwiIhiHv midjf CUtai Mln a try water rwwra Location: Aqo OBdeasa COMPACTION TEST W 0 No : T6-47-V98 Cate 30r09fM ATBTP-1? 0.20 - 1 10 Type of Ccrnpieaon ■ nLJnaafa Maximum Dry Density Serrpie No Depth WHiural Mouium Content 1115 Optimum Mdtaiur# C-onwmE (%j am 3'5-Sfl Dry Density Vs Mor-ature Content Tested by > Gfcw vrorti Kjibo Dite:. WM9I ChMkea oy Abraham Asaete Date. 111MI Approved by :-____________________ Date -----------------------" hP a. BflX 4W36 T*l. <2 46 lj-1l« 17-16 tt +6 FAX (251-1) 42 Qi 53 MATERIALS TESTING and FOUNDATION JNVESTIGATrON DEPARTMENT W.O.No : TM74AM oat# lOffllUH Projaci Client : -OCStlOfl: Aqa Drtiiu imoih&n Fa»9>ibiillty study Mtai«lry of Watar flaaouixa Ar jo Dwhi-j COMPACTION TgSl SampwNc CHBTP-i OescraptJDn.• Borrow Fill rni1wf*l< Type of Completion - ^andarti 3 Maximum Dry 0»ns4y iK-j.'m ] Depth 0.1Q-0^0 13E Nature' Mdl*aira Canwirt Optimum Moetum Contenl [%> 162 3221 Dry Density Vs Moisture Content ■£ X "5 c 3 a MsHituri Content l%J Trttraby:- oirmi awha Oatt> frS(10(98 Approval Dale Chw«<l by Abftitsg MlH □ata:- 13HMBP.c 00.1 40036 Tm *Z Dfl 13-lft M 1T-16 48 45 FAX <251 -1} 42 CM S3 materials TESTING AND FOUNDATION INVESTIGATION DEPARTMENT PrOffld Aqo DeOsiaa Irrigation FaauJbillfy Stuoy Client MmuCry nyf Waitr Rfriadf&i 4*K3tlM: AnoDfrflasia COMPACTION TEST W.O.No: T5-074/98 Data ! 30/09/98 DMcripElon;- .Borrow Fill maiarJai Typi ©P Compacltoq - llindarti 3 Mazunum Dry Dens I try (hgftn ) SjmpM No Dapth Natural Montura CHBTP-3 0.35 *1-90 Co nt ant (%j I4fr& Optimum Molliur* Conta-nl. 5/6Z 33.18 Dry Oe-niity Vs Moisture Content Twlro&y> Glrmi Oatwr- OT^O.^ ChrcKtO by Abraham Aasafa Data- I3r 10/98B P.O. Box 4M3B Tm. 42 w 13-!* St, 17-11 *8 4* 17AX |331 -1» *2 Q: 33 materials zesting and foundation investigation department P«f*ei Ado CuaMli Ifflaalwi FnaaaibHlCy stuft Ciktfll Ministry of Water RetWJfM Location; Arja EMeiM compaction tesi Simple No W.O.NO - T8-074^8 DJt« I 30/09/98 Dwwhpbon> ■BOfrqiit.FjllJffiiMr a. Type af C-c-mpacIbon atandard Depth Nature* Mors ru re CHBTP-4 0,25 - 3.25 Content 1%j MUKfnu>m Dry Dens-ity (Kgtar) 1£12 Oplimum Moiatur* Ccftum {*j Lil 3X00 Dry Density Vs Moiitur* CoDiant J ] ■* J J T«sMd6y:- Ginina M<nawha Dale:- 23^534 Chtek.«Cl &V Abrahaffi AdSefa DM;- 13/10/91 J ■ J 1 4 iP.O. Bgji 44HJ3JB Tflli 42 DC 1 3-i6 66 17-1 & *8 44 FAX |2S 1 -11 <2 01 53 materials testing ano foundation investigation department Project Arja D«i*sia irrigation FoiitlbUlty study CIJ»ni Mlnncry ol Wmr Reiaurc* Loc^tioni: Arja Dwtjia compaction TEST Sample Nd Deptfl W.Q.NO : TH74?M Dart WWM CHHTP-5 OJfl-1.75 Type dl Completion s- yrjnoird tf ulmum Dry Oentrty |XgjiT?| 1331 Dry Density Vs Moisture Content Nature! Moisture Coolant [%] □pttjnum Mortiym Content [%ji SJ* 3i52 Moisture Content <%> Tfrltrt by:- Guma Menqesha Dew.- OWlOTi Chewtd ADranannAJsgfa Oete> 13H<hWP.O. Box 44JQ36 Tft. 42 05 13-16 88 17^5 48 *8 FAX (251-1) *2 CM M MATERIALS TESTING AND FOUNDATION INVESTIGATION DEPARTMENT PtdJto AtJd Lkjdassa imd«tfcxi Feasibility study Client LflClrttM! Ministry of Water Rjiaufte Aqg Chid*ssa Proj.NC ; T^74^6 Date JOftUM CUB TP 7 Depth I ml 029 -O SO COMPACTION TEST D«criptiofy,- Type of Compaction - fwwro Maximum Dry Denary |Kfl?m ) 3 193* Natural Montura Content Optimum Moisture Content (%) 150* 41J0 Dry Density Vs Moisture Content Montura Content (%) Tested fry> Cjetachrw riailejN. □at«> 011051 Xj Cheeked by ^jhamAwf^ Dec#;- 03i 10/98P.O. 0q* T(1, *3 (J5 64 lTrTfl 4B 4* FAX [351-1, <2 di 51 M*TERUU_S ’ESTtNG Ah D FO U HDATlON irtVESTIGATlOr* DEPARTMENT VV.D.Nfl : Ta-Q7*/9B DJt* Pto^ci Client - t-ocitton: Arja O<j«i-a jmflJlkMi Fttltibllty Study minntry oF Wjisr Resource Arja Dwiiw CSMPACllQtLTESI Sampu Na O*pth CHBTP-fl 0-2D - 1 .M trtWafCnmputlnn .- >UnJiW Mazirmjrrt Dtnatti (Kfl.irr*’) NVOjral MoiSlttr* C-ontirtt {%) OpHmurtl Mfliznjr* ContBrfl (%} fiji m.ao T«(«l frr- Girm-1 0w> ChKKHl by Annhim Ajiefa Dl-t#.- 13.1^J J ] 1 1 J 1 1 1 ] 1 1 ] 1 1 * P.O 40038 Ten 42 HE 11-1« 6ft iT-li 4B 45 FAX (2Sv1) <2 ™eMT materials testing and foundation investigation departmen W.aito; TH7^8 □«e« t 3QXMMW Project C J lent : Location. Ar>o Dedvaei !ITi0»tlan FeBM-ibilfty WU<ty ilinltlry ql WettP Rfriounce Aria- Didtisi COMPACTION TE3I Ducriptlqn .- Type of CcuTipietlon :- itandaM Muimum Dry Density i.K&'ffl l'l UZ.5 OH& -TFH Oapmtinj ID -2.10 Nawrai Metnur* Content (%) Optimum Moisture Content (%| Dry Density Vs Moisture C&nient 1 Tewed or - Haile Dili'* gjrlQ^B CtieckBd gyAjfrrhani AjS^a Date:* 03iTQi*98 Approved By : Date r 2Cnf= * ■. j IP.O. Hni aQQ-Ji Tai. 4 J PE 1 Ml rt IT-1* « 41 FAX 1251-1) *2 Oi M MATERIALS TE^nNG AND FOUNDATION INVESTIGATION DEPARTMENT ProMct Arjn O*E»o M3 imgiWn F»J11 ibiUty iludjf €7ion[ ; Ministry of AwipurLS -IWltJnn: Aflo DnfeTja COMPACTION test DawnjMkm :- W.O.MO: T6-0TV94 Dais ; aojMwa DH0TP7 □spin 0.10-1,St) 7Ifpaitf Completion - 5ta«*BB<jd Mankmum Dry CKnsrty (Kpftn’j 1*40 NarurAI Montura Cofinni (%] Optimum Meustuf* CenWni |% ££tfi£ XLlZ P MOIAUira CdOtAni (%) T<md ay- Cttwnw Halk MK- ChMKAO KlM by AMrharn □KA.- OJiTOSBJ J I J ] ] I I J I I ] i J I ] I I c&i' u** «-■*« ■■■■e^Y L-=-’2^ZTiS1=2r — P O 0di <0336 Tei. 42 M T 3-18 « 17-1 & « « FAS |M1 -1) 42 01 53 materials testing amj foundation investigation department Pra>d Ajjo - D**ssi irrigation Fallibility study Cllant UInistry Of Wafer Rasourcs-s LMAtkm: AJjo - DtifeUa COMPACTION T£ST Oatt .03/1 Cm tJeacnpuon - Type or Cc-mpictron :■ standard M iruiiuffl flry Cwnlty iKiwm'} izOo SampteNo DH6-TP1D O»pth L m|d2C-2.W Nituril Mottturv CnnteCI [T»J 13-2? Optimum Montura Content (%> a1-5? Dry Dimity V5 Mowtire Content Tested by:- G«rma m+noesni Dan;* 03/KW98 Checked oy Aoemam Assafq Due:- P^SSSP.O, Sax 4O03B Til. 42 OS 13-1 & 66 17-1* 4-0 *6 FAX [251 -1F *2 01 MATERIALS TESTING AMD FOUNDATION INVESTIGATION DEPARTMENT Pi-qj.Nd TMtfWW □at* : b3INMiW3 Projtci Arje 0*d**ia Irrigation F^aaibiBiry Study Cfiwi . Ministry of Wattr RfllCMfrc* Location. ArjD Dtetina compactionjest Description Typa of Compaction :- SMftftTti 1 Wutlfflum Diy Dens I ty (KflJm , 1*20 OHB -TP11 Dept* 0-2D 2,10 Natural lioratura Contort (%) Z5JZ Optimum Mfllatiur* G^ntanl f%) 38,51 Dry Density Vs Moisture ContentP.O. Box 40036 Tal.AjM 11-16 mr-ie 44 *5 fax <251-1) <2 01 53 MATERIALS TESTING AMD FOUNDATION INVESTIGATION DEPARTMENT Pi'u-hjct Arpo D«tasia irrigation Feassibility STUOy Cllwrt MkiHHy *f Water Resovrce l Qcal wn; Ar Jo Ocdas sa COMPACTION TEST W.O-No : TE-07V98 Data : 30fO»/W MB TP1 □•pin 1J2O D«cnp4kin> Typa of CornpaclkHi itanqfrrg Maximum Dry Density (Kg/ffl3) ‘M-O Natural Moiarur* Concani Optimum Montura Content [%j lAJlfi *1.00 Dry Density Vs Moisture Content Taitad fry:* Gatscnew Hiile □*«> ojnagg. Chewed by Abertiam Assefa Dm:- DU1OT6P Q Bon 4MM T»i *2 w 1J-16 6fi t7-K « FA* 1251 'T| *2 °1nV , B CUT MATE fllALS TESTING ANC FOUNOATIQ N I INVESTIGATION OEPAft. M Prajtct Clirn Location. Arja Ctedeasa ifflgiftpn Fs-HSSibillffy »tudy MHmttry or Wick Rnowrct Aqg Dtwjsi COMPACTION TESI W O.■ Date MBTP4 T6-074/M UJiW9& Depth ifflF ’ 00-1 SO □•icripdon.-r Typo wl Comp*cXlwi • ictngard 3 WiKimum Dry De fl fluty , Hg. m ] Natural Mc-iSCU re Conteftt l£_52 1253. Optimum Mo«stur® Content 49 1Z Teaiodby’ Oaf chew IjflUfl Di!t? Wrt'MI CfwehWby Apt rham Qll*. * &3t iQiggW.O-N© : Oat. : .CW1WW Prc0a Cii.nl r socatjfrn: Arjo - O«44iu irrigation Fusibility Huffy Ministry Of Water R.sourc.s Aqo - Dadesaa COMPACTION TES? DfKrtptkxi> Typ. of Compaction ;- Hjpdard 3 Mui mum Dry Mftfltty iKflfm ) 1S15 Sampte Na Natural Moistufs Content (%) Optimum Moisture Com.nt {%) MB-TP 9 125 2efr0 Dry Density V* M aistur® Ca nient Twteaby:- Mttlu gavTi. Dilf- <j3i 1QfM OiMbted hyAPimiffl Awte Diit * QfriOW Apprwtd by :•p o 6oj( +D0M Tel, 42 13-1# 56-17-T® *5 4* FAX (251-1) <2 01 ®3 materials testing and foundation investigation department Pra|<c4 Afjo Dedm a irrigation FeasillHlrty SlUdy Client Ministry of Water Resource LKllMfl: Afja OtdHH gOMPACTION T£SI W.O.N* Data JQryShUS MB TP1D Depth< mi 1.10-2-20 OeeGNptlM:- Typ* pf CgHijMcUon Stanoaru Maximum Dry Density 1*2Q Natural MoiMlkb Content [%Ji li52 Optimum Moisture Content !%l 1^25 Dry Density vs Montura Content Tested ny- Gatat haW_H enjt o«».‘ OM.M* Cneckad ay Abertiam AsifrF* D««-- 0M3S Approved y r' _ 1 i—^-0 cn p jr *-■ X . pj 'TJ J J .1 J 1 1 1 ] ] 1 1 ] ■■ WONo ; Date : Projrcl Arjo [>b<3«13 iirtyalion Fallibility study Chant ! Ministry of Walvr Keicnjrc* LOcation: AT]O DtdtlflJ COMPACTION TEST Description :■ Tjom flf CampiGtlon - g[jndaro 3 Majclrnum Dry Davufly | Kg/m ) 1412 OB TP1 D«pth(ffl) 1.00-1.50 Natural Moisture Content (%) Optimum Moisture Content (%) 19.50 2?.3O Dry Dansrty Vs MoWure Cementmaterials testing & fouttdatioh [hvestiqatiow depaftmext F.O.Bo* *0036 TEL 42OS16, 420601 FAX [2S1-U 420133,4006 2 1 Pra|«t Arjo , EkMSsa Irrigation Fusibility study Tl^0T4fil WBSTM Cifani r Ministry Of Waler Resources L&c^uon. Arjo - Dedessa T«si Typ<; Triaxial U U Objfcc __ soil simple SPECiMEH DATA [waHmo ATB-7 CWpih mi 0.30 -1.40 JampW wndHJon dlsturtaad Inillai ftaigfrl .mm 75.00 Imllii diamartr .mm. 3S Rfi4UI kftt frnt' 11.34 -------- "" IrwU-H rwurr* - cm"1 66.18 ifiibji W«tgni >j*n 157.34 nuih iflrrvcm'l 1.710 final ary >9*^ , 1-13.12 Dry darwfry ■ gmcm'l 1.313 Hantuft renting *:.] J0.25 "sp^rrtc HraRHCy Rwurt ChtflHD«r prwa. I'KhL'tnZ; D*vl*tcx $rr>i5 iKMmZj 0 (P^greaai TflsrwJCy Cfirexad iy - 4or»ean» Ase/a Diw > W»M» JppTOVfrCJ fiy □arvP oV*1*1,5 TE&TIIlG FOUlTDATf0B UrVESTCGATCON DEPARTMENT Project Client • “ 40036 TEL J 4 MiSi +i0Hl FAX ,231,^ 420]53,400631 Arfu . Dekjsjj itrigaiion Feasibility itudy UOCMlon; Tmi Type; Object : SPECtMEfi DATA Ministry Of Watsr Resources Arj o - Derfflssa Trtajdai du __ aw'i sanjprss Pm. IT Dait TJ-;qT4/9B TF.-fth NC ATH TP-fl 5 J mart N" CwGOl fl* 0.25 4 30 S*fPip«* cw*dftwn dlsijurbed rnm 7B.M ifiMKi (fi>*rwr#< rrvni 3B IHAIM «r*B ,rr*H* 11.U lAttial vc*um* rnr" 15.18 pm 143J4 Ekilk (XnvTy thvcitTI 1.732 Fum* py W*»gtn i pm 114.4 Dry MMy I pfWcrn"i 1.327 Mourn Lanum %i 30.45 Sp«c4k Gravity Remark ;/2(<y^o,) , q ■ 1/2(0,-a,j Ctumber pr*fs, 100 200 300 0 I Degrees ii □•viator Stress , (IWmJt la-oj 42B 525 907 44 30 1 Normal Stree^KMfm ) Tejfeqr j>y .. £mei>et Mfortneh Dire s '2&YJM6 Cftec*«J ty ■■ Afirenaffl Aieft Dim > '27.tJM5 4“ ____] 1 J .1 J J J J J^T5RlALs TEfiTDtG^ FOUJ1DATIOB INVESTIGATION DEPAHTMEWT 4DC34 jtL 43M!6h+2M{]1 r«<2Sl.lJ 4SC1M,A<W621 Project: Client ; Lccetton: T «tTyp», Object : SPECIMEN Ana-Dodfisa irrigation Feasibility study Ministry of Water Resource M • Oedesa Triaxial UU __ so// sa/np/es 04 ta Pro. W Daw Tfr'IMM TPi»h MO ATBTP-11 Cwptff iflti 0-20 -1,50 SirtipW Gon^HIcn dlsturbM mn, 78-00 Iff IB W <H*wiir imffl- ■ IB y mnffr 1144 InitM -xMu™ 56.1 a WtiQfrt igmi 15144 Bdlk 4tni4 ■ prwtmh 1.755 F«i &, ffmgm . 'jmi 118.24 Diywnmv i^rrvem'i 1.349 MqilWI eontvm % M-11 SWT.-fic CmviFf Ramarx P■ , L/2.(<3rl+ ffi) B q 3 Chamber pr*&i iKH'mii 100 200 30Q c (knW) 0 lDogrw«,i Deviator Stress, lKN.'m21 (Qi-ClJ 3T0 5Z3 600 3fl 27 * 33.nz "1 J ] 1 3 J Twr*<3 oy > Enrebet Wonmt/i Dart -* 7W64J6 CbacJrad by Abr*n*m 4s«^ Date > -27.06496 1 J Ip 0 TESTn,° *FCHfflDATtCHT INVESTIGATION t?£PAftTSffENT x 0036 TEL 420616, 420*01 FAX <25 1-1| +201S3.4GO62 1 Pictet Clitm : iMafai; Twt trp*: OtyKE SFfCTMErt to™ TP^HffC! Arjo - Dves&a Irrigation Feasibility study WJnisIry Of Wji&r Resources Arjo - Deatssa Triaxial Uli sort samples Pr<3. W* Date TE-Q74J98 3QA09T98 ^•Pih iMi S*mC-* *iF O.jiO -1.30 S*-np*e Gondiyon dlsluFHiM InflSii Hfeqni mm,, 1/U j -T.A? 78,(KJ r.nltUi dUmaftr mm. 3R 11 34 .■*irilUW-,- -, d (n Inllui valuma i crn'' ac.ifl 1+3-95 Bulk d«nii^ ■JrjrV !Lffl-,! K670 F»mI Off WlQ-H |^- j 110 O’ t dwiM-'iv lijmuft'] 1.278 Moiiun fiwiwii r%i JQ.M SMCifk Gnvihr Remifk p= i , <i • 1/2 (a,- ChimMr pma. ft} 1DD 2DD 3M C fKN.!mzl 0 (C agrees I Deviator Suhs (KWm2l ftp-4) +35 885 924 40 30 fBtiwrf By > Efflsfiet MKgrtneft Date > 7£/D6tfJ6 Crhec^fld fry - A&rafiam Asaft OafB 2WM0S Approved oyPQ RlALS TCST1JlG k nrVESTIGATIOW DEPARTMENT <0034 TEL 42C616, eSOfrD 1 FAX [151 -1 i +20 153,400621 Project: Clitot : Aqo -Dhabi irrigation Feasibility Ministry Of Water Resources study Pro. N* Dele WQSfaa LOcMiofK T«1 Typr A/]o. Deaessa Tnaxial UU Object - SPECIMEN cwhl — sort samples CHB TP-1 S*mpi» W" tni> 0.10 -0.M Simp#* condition disturbed Iftifrll IWgfrj jffltf TC.00 iMlti dtiim*uf i rr-Ti ■ IB tMM kTM Ifflffi- 1144 Inmii ^iMLinw cm"- W.1B JfllUll Wwi.^-i! . gm] 142.24 Suit »nit^r 4^fTiiUH'aii 1450 Flrui arjr w*>yn 107.2 □i^ Mftirrv jflmaCfflTi 1,244 “OdhjriceraK, %, 12-69 SptKJdc. Grav-iv R«m»rk P* L/2 (cii-i- iff> } |. q « jfl. (a - a j ts CtUFHDir pr« s. IKK'mSl I.Cj} 100 200 300 C (KMm*) 0 iDagreeaj Sfivletgr $ u esi„ iKHimSl (a,- Cj) 402 W5 418 34 27MATERIALS TE&tIkg & FOUNDATION INVESTIGATION DEPARTMENT °* 40036 TEL Ctant ; *OC«Hoil: T «nyp«: Object SPECttffA 400601 PAI i251-U 420193,400621 Ar|a - &**sm Irrigation F*«ibOlty study Ministry Of Water Rtscufcn Arjo x CkHjsssa Tnaxtai uu Pro. N' Dita Tfr'PraM Data __ So*/ Samples n^hNQ CHB TP-9 PMfr irw. Simon N" 0.20 -l.W S i Tipi* CMWJLlWl Intti* hf-jfii |mm dJsturotd n.w UjilUk-ra mm. InlBil auffl+w ffliTii 31 11.34 hnltui veriufM .effiFi 86.18 ■nttlai WtifHiDflni 150.9® 1 Bulk dwtir”y Iflrtifc'crfs ! 1.752 *1n*i ■>> y,, 114J Dry o*ft*ffy jrrt unV' MCwirwi E.qrntfjf 1425 3241 SfMCinc GTOrrtTy faraifl P> i/3 (th* cr, ) , q - 1/2 (a,- JKWAtJ) Civniflr Slr*Sl flWruJI friJ 100 200 300 c iKhiWi 0 (Dug raw) (0I-4U 34Q 420 557 37 25 Tfsta'ty .-fflidit Hfanraft Dirt Cffic^fd Oy > A;*fo Dirt :- ’27/D&t?6“] r—1 i r n F > |}«UX *I I I ***** jf S-O-Xfa' — ‘ I MATERIALS TESTING h FOUNDATION P.O.Box 40036 TEL *20616. 420601 Proiec- INVESTIGATION DEPARTMENT FAX (251-11 420153.400621 CBlftt ; Aqo - Doessi irrigation Feasibility study Pro. N* Ministry Ot Water Resources Date Tfr:.P7*M. lomsraa Locaoan: Arjo ■ Cedes sa Test Type: Tnaxiai UU Cbytt : specweh oata__ soil samples TP-In Aid one rp-ii" j*™ imi SaFWii N" o.jg .145 twilM -Mtjni .rrvr S«fT-iplv GOOdHiOfi dlawrt>«d 75.D0 Iri.ilai Afmtlir 33 11 34 [Inrtlal WtigHt |^v, 1*S DO J Initial Mtriuma |crn « «6,15 1 Bulk tSanaity igmTCm '- 1-S94 no U «*IWt Wjri % 0*y OMtltM 1 qn-.^mr'} 14T® 32.73 So*C--nG Ck*-*rty Rirnark Pw 1/2(41*0]) , q ■ lJ2(Vc-^ Chim-D-or prtss. <KN/mZ| tftj IDO 20D 300 DmiCor Sv«» •'KNrtrtfi C fKNPn1' 0 (Dcgraet) (Fl- Ou 412 M2 924 . 40 30 Nunnai Strw>(K>4/ml) 7<f r»tf Dy - EmriMt Wor*n*Jt Safe r- 7SW CAacAtdty -A&*h*mAs*t9 DM > W«Proiw Owt uotitldn. T»s[Type: Dbjrct : SPECIMEN (J4T-J * PouMD*Jno1' INVESTIGATION DEFARTHEJTT °f36 TEL«Q5I6 4iMO1 TjUlj3SLulj^0153j40OS3j AdO-Dtflsja irngialtort Feasibility stuffy MMury Qf Watar Resources Aqo - &sd»ssa Tnaxial UL __soft sample* Prp.W T6-'0Wa» Mfitp.i S*f«Pi .mi SamoH- *F a JO -i.m httlii nw‘jh: ;mmi IwHfrtt smdRBoH dlBlurDfrd 73.00 Ifcrtlll nt initial ^rnm ■ 33 11,3d EnlBLn .'3iur™ rjn‘‘ biKlli m+Rjhi , glr &6.19 FklldryW,.-- . ■miirfCMpn, ►.i R«nim CJuffl&tr pr Im. 'KN/mJ' 14SjM Bdlfa dam ',. pnvcni*1 1-729 115JS 29. IS [zr amirfty .j-ti c.-rt*i 1.339 Sp+cific 14 { V u, ) q “14 (O|— Oj| lay 100 200 300 DOTMEGr Slrtu (KkirnZj c [KW.m®s 0 (Dv^rees) iffl-OiJ 410 ?4D $00 46 23 TiateC try - Darf > 'JMA-W Uftwantfl ?■ Ctr«^td ffy - Abrititrn As*f'afiATEJUAli TESTING L FQUJiDATTOtT INVESTIGATION DEPARTMENT P-O-Kok 443O36 TEL 420*16. 42D6DI FAX (iSl-ll *20153,A0D6S1 Projaa: Cllant ; Arp Dedata irrigation Feasibility study Ministry of Water Resource W.O. N* Data TS-DTi'Sfl 3WD^>1 Location; Deoesa Taw Typ«; TftajtaJ GU Objtct ; SPECIMEN Tp-BH .40 __ soW samples C>Jt TA ATB TP 5 2 0.30-1.10 S-ame* Gtmrfltiafl disturbed Ift.-jJ Miqfrl jnuH| 70.00 Initial rjusm-ewf .mm i 36 ■ Infim KU mm- 11.34 Irr.m wniunB 'Lift1' 36.1* inniuWM^ 162-24 Bull Hn|ily qrmCml 1.B83 IfM orp Haifn p- ■ 123.4 ----------------- ------------------------- a*ni4y gn- tmq 1432 W-l+lflirt g—■■[ |% : 31 .<7 i Specific GiTSTfly Runara P- QlMnbAr prww, |KNJW|i 100 .2DD MO C" 7 (KWm ) 0 (Dfegrteil Draitof Simi (KNAn2l <«Fl- ’ll 270 360 560 24 29 Port pHUurt Kk'm2 45 95 130 JmvU fry '■ Ji»Jpy Alretn - flare > Ti'UT.'W ChacFttf oy > A&rhJKi Aar/a Oi(1 ;. w,w1 1 ] 1 1 1 ] 1 1 1 1 1 ] 1 1 1 1 1 ^ ^_ r +0036 p ni|«« ■ Client ; Lorton; r «t Type: Object : SPEC WEN tJ •s*’ RlAL5 TE&TltfG FOUirDATlOM INVESTlGATlOS DEPaHTMEJCT " +0CK6 TEL 4JO616, «06flt fax |2Sl.h 42QlS3,400521 I Arjo Dedesa irrigation Feasibility study Ministry of Water Resource Dedssa Trlaxtal CU __ sort samp/es Pru N" □■te T6 074/38 ?*IO AT0 TP i& SJ|T<||* n* ■firij*! n*iyni nwu 0.10-1.30 3ww wwfitlw* dlsturbftd 75.00 'InWai rfLimat-t-r >.rTWTl| ■ritlfcjjrii imrn- 3fi 11.14 In Wai Yciym* . cm-'’ as. is 15S.24 Bu* ■■JHVtrar^l 1.S4S £2* =QrW«-gni igmi 12012 Dry sanaity iomienM' 1-395 UMMLr* Lonifr^-- -X,( 32.46 SiwcWq: Grivrfrf p* - U3- (ffj* , Q =1/2 (Sj- ClUmoer pr*sj. <KWffl23 w 1W 200 300 c (KN/mft 0 iDegrrc^i Dr*istpr Sirwi iKMImll W-tTjj 3W 430 <00 29 31 PW> prcssurn KH.rn2 42 106 145 0>r» > W7/W CihrcA>a ty - A&ra/urn Aiflfia 0>r» > WMmaterials testing a foundation investigation department p -O Bax 40036 TEL 420616, 420601 FAX |2S 1-1] 420153.400621 Project 7 Aqo Dedesa Irrigation Feasibility study Pro- N* T6-074/9B Cllwi . Ministry of Water Resource Oat. Location: ■fwTypa. Dedesa Tnaxial CU Object ; __ soil sampies SPECIMEN DATA MO CHB TP 4 N" Dwpth ftn 025-3.25 S*rrx>‘e csMieitioi disturbed JniUM pn,, 76.00 Initial dlarwtw* irtwwi 31 pnmM vw nw* 11J4 Initial <oium» err*’ 86.16 *«IU“ -/n; 161.00 Bulk aana«ry i gwcnr'i 1.868 gn»l 124.3 Ory aarwlty • grtfenv*] 1 442 carrtwm l%| 29.53 Stxcifte Gravity Remain Pc l/2(vt*O!) , q • 172(0,-0,) Member press. |KHim2i 100 200 300 C" (KN/m ; 2 cr {Degree; Devisor Stress lKN/m2i (Ot-<h) 356 444 65B 37 30 i Port pressure :KMlm2 42 106 145 Normal Sir«w(KN/m^ rrnitrtry—Aiw*y aww— Data CNtc*aO by > Abnfwn Astfa Dare > 1007706T£3T]jig A J Oil HE AT I UN INVESTIGATION DEPARTMENT O Bax 4OQ3fi TEL «2Q61$, 420*01 PaX|2S11| 420 I S3.400421 1 Projtct. Clktflt Aqo Deaesa Irrigation Feasibility stuay W o. N* Ministry of Water Resource Oat* T&^.vsa 35Joart» Deoesa 1 T «« bp*: Trtaxiai Co OOjKt SPfOMEA DA7J __ soil samples 1 1 1 1 .1 JP'lH fcQ. CHBTPS SII40M ** ?•:'■ im 0.5D-1.30 Sampw wniWfi dllturMd 78.00 iniiui flUrwMT 1 nvpi 3S IjMWlffc pvt 11.34 I nl|M> vo*uHM | cm I 88 IB 158.80 ^U.iarji We» H| - 3 (pT 118.24 H.Dwn JniVll *» iHiyiTU Remine Bui. dvnf iy igfritm ) 1 1.840 Or, lgrtV?m*’l 1.372 34.13 S-ptGltfc Gravity CharuMr prtis ioj ISO 2Q0 3M c |KHim } a 0- i Deg rfrei | Dfvuinr Stitt, (KNifflI 3C0 «2 flBO 2S 33 ror» praam 'MHJm2 44 72 1Q5 fl/ - fnwfrf ( Wqjtww fl Cue. > WM CflecJtWfly - As.fe Dirt '■ tM-DS-M 1 "l ■ltesting & foundation investigation department <j 3di 4Ogj* TEL 430416, 42Q601 FAX 1,251-U «0 lMr+°Qfta 1 Pro^i Cleet : L-OtlBofi; T*lt Typ*; Otyect ; SPECIMEN 0^74 Afjq Deaesa Irrigation Feas-bility study Ministry of Water Resource OedAta TtiaxiiiCu _ SOW Sampf»5 W.O N- Oate Sj’tiu'V- w* Sflffluav snMIuafl diaiurdea ImitM! difffliw Ifflmi JH lflit»l lem’! 94 19 Bulk rttM-Tv 10i*uefflh 1.959 Qry diwtitY igmiefli | , 1464 lOVCtfc &rwviE> kaenn P> 1/2 (o,-a, j q ■ JXZtd-oJ CMmiwr prni. iKtom2i (oJ 100 330 300 C‘ lKN?m;. 0* {Dvgrvvsi □outor StMli ■KNftnat 204 444 010 21 29 PmpreHuM K*Wnil 32 CO 94 ------- —_____ -1 ] 1 MATER4ais TESTING FOUR BATSON INVESTIGATION DEPARTMENT O Bfia 4WJ3* TEL 42(36 1.6,+2CH5O1 FAX (2S1-1| «0lS3 ,.*00621 1 ^rojWCI Clllrvt Afjo D^dfrSd Irtlpatiorl Feasibility siuay W.o. N* Mimatry of rtaTflr Resource OaU T$-074J^8 3QJO9/9t LWJCIon: D;d«M J 1 1 1 1 1 1 1 1 ’•« Typf ObjK! ■S^EClMEff un P«BH HQ 3*pift mi l^flul HI qn rvwtii ( ■lruu^Jnia.CT|ffr 'OH.H*..rjn| ,n, FmI JffWl Mlpn *-:-■!■ lure Trmlai Cu iG-i-r 5 jrnprti GHB TF11 OilbJ.iD 7i.no 11.34 lit ID 113 31.5* P- J*mc w *T Jemr.-* C DHdlEltiri d<atuicta_ 1 nr!i*l ftilHW5»r irrsffl-i IS IniU^i v*lunw n?m'i B-&.1B 1 Hylk iijmi-tm - 1,577 Bri flaflliJtf iflm.xm*] 1 427 ipatille Ori**^ Rirrurt q -1/1 (tr.-aj Chamber prm iKNffiZli to-j 1W 200 ---------------- — MO G' lKN/rn | f 0" (Degrees) D*vl*W Stress iXlMmll (c<- O’J l 400 992 W 29 32 P&td (HTHSUre KfcjmJ IB SB 110 TiSWtf DK '■ BTrttl Wortntfl Dait :■ W»W CfliKfc«a By - rjjrt ;. IflrtWM Aitflp roj*ci rials Testi jig h toundation investigation department e ' «W36 TEL420&J6, 420601 FAX (251 1| *20 153,400621 Arjc Oeaesa irrigation Feasibility study Ministry of Water Resource Pro. N* □ace Ts ouas JOjO^SO -QCiUflfl; TotType Objtci SPECWfN 0A7A 'Jfr'Bh no Dtdesa Triaxiai CL _ sort samples Ciplh m MgJMyt lnwn| - , . V*» KM IW JnriH, l ni , Inn^r. Wpr;n 47F| , «6 TP 4 o 15-1.70 Tfi.DO 11.34 162.1X1 133.14 31 56 P- 5-irripia M* j^mpia c a ft fl il1 ci it drsturdea Imtiji dlvmMt* IB PniU-il. ■auiump i tn^F 96. IB Bulk ajwwity ;n*Tvcm"l 1JW D*V **t’i«rp 1.423 H&rtiuri c^Wn?|-4, R.«mirk C hJmtK-r pt15 |Ktom2i Of rIttor 5v«i, iHNimJl Spaed It Gflvity EZ2 t, o — CT| j r q ■ L/2 {q - j <®l> IM 100 300 C“ iKNjffl i S er (De q recall (IT.- ffjJ S3 419 530 31 as ormurt KM-mj 40 60 110 ■----------------------- I i' ODtmfTf >-WWOOMMBB -. CCAAttCCffffKKff ■■ AA&&rrttMMffffll JJJJ**ffii DDmire ■■-4‘1ITTW.WWtW •-tT-g 2-^ir / /~ I' r .'■**/’/ \? A A (~<AZz - A %> •> ■■. ■% pI I 1A <Vv A / J // * FidOi^p* L P ’° «M36 TEL - — 420616, 420601 FAX (361-1) *2O153 +00621 T tUA!f.TEST1l<c k roL™ Nation investigation department h Pr Cl|»C1 Cli*^ -wrton. ■HI T ypt tMjjict S^CUtEJf data Arjo Oedeu Irrigation Feasibility study Mintstry of Water Resource Ded»sa Tnaxial CU __sot/ samples Prp N* Date re 07AT5B JF-Bh a® OtM?1 lTl| 'Him* ivqnt rnrni MB TP 10 1 15-2.20 | 75.D0 Simpw *’ Sampii xD*id4lo*n disEurbe-ci llfltttai dlflffMur inwrn 3B ,jy **■»*■ iw i 11.34 IniUai toftwn ictr1 8648 157.24 “ SuiK wniiiv iQ'Tveffl’l 1325 Ul.13 Dry OtMIPp 1 405 b *'M» W-Unr 1%, H>1 japM-tnc Qi*iM>ry Rmir« q ■ l/J ijj, - <?,) Chamo^f pmi. KWmJj too 200 — 30D C* □•vLMBr Su**s . lK*Wn2) 04 (Dvgmij Id-oj 2$« 420 612 31 29 rmpmiur, KFumi 42 60 no L ft* ted 6y :- Uayw Demit* □it* > DittW Cft*cied tty - AdreMm Aief* DM* > TT'fl7.1MRoj H" PMTVMi D«L* 3M3VM ?r( Wl Chim. BNL&MENS.gNAi, CqW50HD*TIQN TEST OATA SHEET img*iinn F«M>biliiY >iudy *niMfy qi Wfivr RfrVourLM M» gm M- «• * I DOTH: -4*; * 5p*ct*Mn friti before jest wmni* t Ibng . pm IT4.S3 Spmc 11c Crawly rQu 1ft Haight or Ring .y- 112.W Sampia OlAIMttr 0 nirni 7I.W | Wt,grn of tampfe .gm;. 162.S3 Sarnpi* ThiGknaii JMW i*nrni W.QC ,,| *|n“r >§* 3ry Bimph-s gm i r Maisiufv gm. initui Ikhttur* wminvit, i%i 12MI stqs 29.53 Am -Al ■cm’l kDlufll* l¥*i Gffl'l Bulk Dvrviity ,iv IflmiCfli1! Dq Dun-iity ip^ (finwcril*) 44.11 11.17 1.131 MB 1 1 1 1 1 1 1 1 1 irinji Sgiufinw S, ■ AFTER TEST rtf :jhl Dl Sai¥i|;i< • R| g 97 qe r - jm rtuiQfil nf O7 Sam -■ - Rm] *Cm gm 1 Waigni ffl Rihg - Can g—11 Wiigni. qt War SafflpiB :>n. Waiqnegi Or-» igm Wtiqrs o« F»mi Morning ig-nj F-Aii Cemtfli in.. .%• 334 MJ 30* PO ili.Sz 111 <B IM M 26.00 2D.T3 Om*t all Mttlofflirti mm Voiuirg cnanq* IcjtiI Final cm Final Bulk tJ*n*'ry 1 graven* I Flntl'Dry EMitaaifey gmicm’k Flnaa muki RLane ial(> ■ —------------------------------- 2 0S2 • IT till 1.910 1 1*2 0.5*0 * *11- SuvafrOT $■ w iM.'G^g. :%|____________ B9 ]i Dm JXAH C^ndbT Dll* *HlUowe PMtHJKlHA* ■ZOMOUBaT'O* CAy;UL*.?lQN SHEET *..D-a*«FIBi ll.ggbcr F, ■ i^py o> W*tar .tUD' 1 II* ■■’ ■■ :■ ■ » to ■ ?5 &S Tire !i 3W *" tWijni H. in^Xil VQiQI >■■<*> »■ ® KOOS i*H| • T(i r«4a *jxr. FZ HPRt S5IBII,;r¥ COEFFIEItNT =10 CGMdutAflDH UUMKMUI. -n—■■* 4 M-te- ■■ «i -.- •H T’ ■s, 7= -- ta * •* ■» UVVH, ■w S' *• •w D 3 4 dm Jn n» - - an* M t tpf 1 R 4 14 ^IfiM : m T 56 11 tlJ -. a it* i.'il# 5 13 l —---------------- 1 "k am i««3 ♦,T» 3g 35 Il T31 , i 43 a md ‘W t.m 3 2V 3 HI iVU IU] 33 H 11 Hl - 1 14 a Mu JIS •« s 4 |4£ * Ml ■■ ?*? 1' *-Sa iZ’J El a.?M i * t•*< . 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MOE 1— -s™— • r W’ |L W .4U MU M I- L *” DwQrElhf l*M'| If U1U- mu " .a w ii-vrs bUriia .N Ml •Mr k*nrw «O0t4^ K. fcn4lt«H OWtAuj. tlTOKQ-Qbv JtiMifiv’-in WS'uat lR«i" awcr. 1SI1 N&iWffqj5kC.S ^n£^nAwT3n& II •<= J la c Tai. 42 qg 12-14 -£4 17-1i F*JC <25 ■-!} *2 01 S3 WATERlAuS TUTWO AaO FOUNDATION IMVIST|G*TION DEPARTMENT Project Aqo-DadeBM irrigation Feasibility study Cliwit Ministry gf Water Resources LDcatton: Arp B" N’ DEPTH VOID RATIO VS uOG PRESSURE resied by Tjaae Tena Dtte: Z3J10/98 Checked by: ADrahamA Approved Dy _ Di “- . aS Date. Crii#a3 o BoiAOOJt T,|. *JQ6 J-16 ' 1-16 FAX (251-11 01 53 NUTiHuus TESTING AND FOUNDATION INVIST1GABON DEPARTMEN- Project Arjo-Dedessa fmgation Feasibility study Client Ministry of Water Resources Location Arjo BhN: aibtfj DEPTH zo.jm.i COEFFICIENT QF CONSOLIDATION Va LOG PRESSURE 1 PRESSURE (Khttm ; Tested by Targe Tek,! Date; 23Jl0f9S Checked oy AQranam Assefa □ate: tfll/98I .1 Pmjici Clltns Locatjorv A^-Dvtmn .mgalion FawiUJitp «uoy Mirwry of WMff RaiQurcea 1 .1 yPlQ ff ATK- tf5 .OG PRESSURE Q*Z* A 455 Gc» ^.-a^'l&giFjiPni D.2JQ 1 1 1 1 Twtia ur TI»W Om 23it0iH Chttkitfby AJBnnam Dip yvj! Approwea tjy A< it,/' utf iJ-HmiU <M |2Sl 11 4l fr 1 5J ** ISTihg amd F^UNBiinOPi iWinGAnOM OfPAHTBtllT Cli.ni Lixitlon Mo-OtiWi.a imgalion ^.a.ioihty tiudy Winntr^ gf Wawr Rnourc.i *0° 044 N* Jk*T*3 DEPTH VQlO RATtp VS QG PftESSdRE fc fl.MQlVT MM-feTl m «N a I.OMUMl i.WOMii mJMN l.&O'W 1** EWuk_1 r ■-1 lJ M 1. *5 ■31 M *” **5 FQWBMWn L>TwrtT-^ATKJ*l Of^MWn Prrh M- ’■l-STirtf 3*u iWkM OWE OWMSbONAu GQN5WPa71OW TgaI OAT* SHEET Pr Wl £1^1 Ai|Q-DKnw w^anon FiMi&ility iway fcftnwy di Waw* R«a%»rc« Aqo BUM’ *>t” DEPTH fan BEFORE TEst w friDfnm *^.n, M nir, *■ di Hi.-- am ni wmo* igm , DrO . Sam; -* Mm T mjs 112-2* 147 M Ut A! Specific Gravity «Gj 5* ^1-Il 0iam#i*r 0 mrni Strnpii TfriCAne&l Afm iA) itm1! Ifflffli »« 75 30 MOO ** 1$ J!!*‘ilLnf Hoiiiur* gm 15 M M'piumt- ¥1 cffll 4H.J7 Ifi^ai kfoiiiurt wntant IWI,. IV 30 41 Bulk Danarty ip^j. ^grrucm"| 1 □ry Dtrurty |p ignuc.nl } ir 1 45* ■nitiji ‘itiHj fttiig B. o mi ^g^prSotttt rt, ■ in^n. v.m nm*i Svlurtiiqn S ■ iM.’S.jrt. 1 a %, 10* «. JtfTtJt TEST Hfc"JK| gl §4rF usf ■ Ring -HZjn gm i «t -»M ai Oq Samnia • R.ng -Can . hi of Ring * Can 117 M 31 lM iti« a**f ail Volynw Ghuiga chi’i Fipii Voiumw icml mm MW 12.40 7S.57 Wf’j-i or Wri 3jm: < ij*i 154 44 A'f yhl (H Qr, Saffl- r >i]m Wtiflfirof F cm* Mmsrurt iijm-i fu*i*i Mdiuri Conant |M.i%i Fa*i Saninruoe ’ -Bfl 67 Tpgj TQj Utt r%. 1»*4 M.M ».l* 13* DT Finn Butt OeniiEy .gm'Cffl*] Final Orj. 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"■£ n -»JL it i - , c .a -=: w m-iw fa*m2 Oi fll CFUALS TESTING AND FOUNDATION NVISTIGATr&N DEPARTMENT Project Aqo-Cedeasa irrigation Feasibility study Ministry of Water Resources Location:: Arjo BHN' *"1 DEPTH a*xi VOlO RATIO *S LOG PRESSURE - ,- :■ xn 33%QHlUliij \ - 1 a S- X* X 1 a 8 » x L\ k t” •j ’fl ’SO "OKI *Q9K PRESSURE iKNimJJ by Date Ts»ge Teka 2305228 Cnecked by Apraham Assetj Gate 6.11.>98’ ■ ’•« 'j-iu va imuhi fax |3Si-iI <2 Oi 5J NESTING AMq FDUHDABOh INVIST>G*TICN DEPARTMENT Projeci Arjo-Deijessa Irrigation Feasibility study *- lfiot Ministry of Water Resources Location. Arjo 6hN’ DEPTH COEFFICIENT OF CQwSGIJOAnOH M1! lOC PRESSURE K PRESSURE (Kfoffl1) Tested by Ts^e Jena Dale 23H0m Checked by Aura ham As»e<a Oate Sill.'98l ”" 1 U- ____________ — 1 *> pp q*GI C Hem Locitijaii imgibuni Fragility ttuoy Mlnitvy of Wiitr Resourcf i M® ypiQ RfcTtg log P-qe ss lire .t ■ ■ n 33? *Z 3 4.44] ?<• Pi- I3IQ Cc* |f.Hi.MX5rP7P -1 0.27* I J Appro'/ed by Oaw ____ __ I1 I TasfciSty T>iQ.t Ttu on*. aaiwM Cn«ktdtjy: AJbnham o»w SHias I1 I1 I1 I1 1 ,.v1 I J I 1 1 martm-. VX.1” ”* “*’’> ’*** I ?-U *1 U FAX >2$i ■ 1141 Oi >3 « LS TESTIMG *A0 FOUND*BO* lN»A3TKiAT1CH4 QlFAATMENT Projtci AqO'Oidfriu rmgHten FoMibiilty Mutfy Cliwil . Ministry of Water Rwoureto Location: Arjci 6HH1 X‘*' DEPTH ■ *•>- ^IDRATIS VS^QO PRESSURE 1 1 «N ■ •.flfl P.ita-r- • « 0.171 a •> « fl. >21 «, ■ D.«M iM ]X> M •IM QMX1271 1 1.J- M^a 1^1(1 -»*] *>J 1 ] Affl.ltv- <Mv, *Mv M2 0 Q«m? •’«* oom mo • moo*« ***** OOWilOT rfM 1 ] j Tooted fly Date TmTite worn Ctitcktd by Abraham Aiseta Date fc'VhSa 1 * 1 1 1 J 1n 3 « ■£ ca v£ 1 ■a I q -1 z n - Sr P i ■r f 1 < r« 3 s -Jr 1 » 3I X j LA LA 5« 1 ■? *? H n* p '- 3 3 - * s u 1 t3 *3 < Mh u £ u* r g£ONE ■ iOMOLMTWlia' E&-, Z’JUfc nc*« SHE ET *■’*.*« CMm imfinon ^•rt»b*lr Mu*f r Mlfkitrp of Mfllar Hokui^m- Bh M“ DIfTm «-■ *11 _-«mu « tl-imr.ar >□ —J '■ Q! KUfll K Tiro Wffl 11 131 — f lisqnfa k.. In nwi r fcnrtu* Mm» flHQ * * > ■:: •—— Mi CORPSE SMlur* Z-OCFfiC'ENT Of ..C»m,:Ol»D*TKX — Ml b -W- ■ * J, —■ ■—1 l«. -M*- •» ■■■ ■ » u|tr> Mg, g na-w-^ < _, r-^gfc, D Q ■3 KO £-3 C-JO 0 TI4 ■ M D*4| <1S5| a tu » ■W • 1■. U JO- fl-w| i—___ ! «□ —*■?« i»tTI OttT it. 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Out 1 1 1 J 1p _ ! _ — — 1 '»■—j- ■ ^ERUtts'-rp^/1’6,3'1'iM ,7-' lb ,i! ! - •16,:*’ Kid)« QI « E3TING ANO FOUNOATION INVISTIGATION DEPARTMENT jeci Arjo-Deoessa irrigation Feasibility study ent Ministry of Waler Resources Location; Arjo BH N* ■ DEPTH .n» »Tj COEFFICIENT QF COMSOUDATIQW t-QQ PRESSURE Tested oy Date Checneo by Dice Wulu Beyene astern Abraham Assefa 5J11/98 Approved by *u.I F ■**tehi*l5 TE4.X/;:* 2? 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Aarlhari A**efi Date 1OT1OT j ■Pr ojeti Client *-0MUon: Arp Bn Mc M r» -a DEPTH ;;;:m - ctlea by Ts-iqe Teles 2M2ID5 Chenoa by Abraham Assefa D «*' 1SiiQl.-06<••1 o - ■ ;-j -n • * M ■ * xt, H■M■ E2k• ui • er * ! J M " ■ ■ <a s» * c ?E 5i -U ISI I I 1 u Df*AF7ME^T 9 E I>IMjNSieH«L CQMSPLiP.TlQN T T W ti ma sheet B ’’5|«tE *rio C*ai*al rn^»«on Fm .bHrty liudy "Inntr, armur Brwurfn •-ocaotjn I *rjq an nf «<r*- 5«Clmm ajti DERTm >»-■ BEFORE test 1 I I 1 1 ] ■r73« ^*211*'. Sg, r ———;<£2j gStattfitIflm] -5|M $£KifU Qrfcvity iGj 01 D rT ThlChnitt !M | imm. Or. 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Arp 0H Nn DEPTH VOID RATIO tfS ^OG PRE55URE PRESSURE !KlW] Tested by Mu 111 Bevene Dele. ZZnOflS Cneckeatiy: Abr^nem Awte Approved by __ Dale: ‘-vS’TFtTi? ”S 'J-1 'J 66 AND FOUNDATION INVISTiGaTION DEPARTMENT 6 43 46 FAX 1251 -11 *2 fli 53 Prc>j*cl AqcMtecfessa Irrigation Feasibility Study Client Ministry of Water Resources Location. Aijo BH N0' : *»T” DEPTH COEFFICiENT_Qf tPNSQ.i.^10* ,.OG PRESSURE PRESSURE <KNttnll Tested by MuiuBeyene Daw. 22HQJ98 Checmd by: Abraham MMfa Approvea by DiW; _______ Date- 4JV98I p r^ci Clwnt -frcitodn. J J 1 1 1 1 I Aqc-Oidiiii Imgitron Fallibility lwdy Minatiy at Niter Raiaur^ti Aqo MX)ID,ratio VS iQG PRESSURE - -^=-1 ------4 —-- --- -W 1 i—;------------------ —— [ --------- -- ~ ------------- Sl----------------- — r - M »r - ---------------- ;=■-■ KK1B| Q.6BQ 0 IW 0.231 3 PRESSURE JKWm ) Approved by Oaur I Tailed oy Din ChiCMQ Cry: 0*1*. Mmiw feymi mcreji Mfyum aihQ I 1 I1 I1 I1 I1 I1 1 1■I I F*J£ (JSi-IHi jj FOUtaDftTlOhl umaTWATICN DEP*.ftT»EHl- Pfojtct *N»nt • LOCaticKi: Aqo-Oodrm imgition Fwibdity i-tudy Mlniitry al Water Rttour&M Arjo BH N" ‘DEPTH i»-u» fOlD AMID tfSJ.C-PRESSURE « 1 s D.-BIS e s ■ &.TST *3 v -3.480 « d 3 0.610 P1[UMi] IM HO M iJM a,,* Mpl’ fc"4l**b> « Wrtte fl.MOiiS iffl’rtCM Ard Hw* |Mv, eMy-WS T«»a by Data: Hulu _______ Apprpv»g Dy Date ClteCkad by AD<aham Awte Dita W1MUNO AVION INVESTIGATION departement preset c.lsm -WBtttwi: ■Jsicnplkjri; Ai]C- afraasa Ini^atlon Feseaoility Stway Ministry at water Resource Dstte-sa >-0w Sttera 1 ?ana —s-n wmagMTWWTw* CMtw Gmti 5l» Sand Size Fine Grainad -IB lUtfiwnf xian-* ] Mk>ipti ] F*nt SJl 5Jt6 | 0-iy SiBI I 1 1 ] 1 1 1 1 1 1 1 1 WO/FW **O Cate__________ j preset C’Mr.1 ■JtttJon Orsznpuon. Arp.fledtta irnjibon FtiWtxlity Study Mitiwy ol WJIsr H»MHtTca OrtBSl Lako Ssltra 2 iifu GRAIhSCE PiSTIMBdTlOh Twwfluy Cr.» Muiu ipiOTjjJ.6 ChKto o by AbratMm Aw.h Cait. Tw OPrfcj. NO TT-Q=7*^B Date ------ - - - --I *aac MATERialaTC *l‘ *20Bl®^2a60i FAX (25VI) 42 01 53 foundT^ E5TING dep«™ent and FO’JNDADOn INVESTIGATION DEPARTEMENT Projeci Cttani Location. O^crtptiqr: Allo, tedeaa Irrigation FtjeaDillty Sludy Mtnrsoy of water Resource Detltn Lord Bridge i iana GRAIN SIZE DISTRIBUTION Tartad by: Data Chackaxi by Data: asi * 1W/.06 frtjrrpam Assets -E'V'Mw.OProj No r-07«a □aw mwm IHYBsnGADQH DgPAfiTtUENT PfORCt tbHd it ion; CNU-iptren Mo- Oea«a ImflaHan Ftuabillty SMy Mlnij&y ol wat«r Efcsourti D*l«u -&KDBnow 1 «nn 1 1 1 1 1 1 CRAJh SSE DHTHIBUTKiW ' Gow5s« Sirvd Six* Fmi (Jratad lOwll [i*3um| =m Cwnt j | Fiw 3*5J* ON-T1 r1 r n i i i L I I II i i iu 1 rP, °‘ o* a p n:?*c: Client : Uattan; TulTjp,:; Object j WEaifEA ftarj WBH HQ r»i kFQtrHCATION INVESTIGATION DEPARTMENT ■ TtL *20616, 420601 FAX (251-1| WO153.*00621 AHo- Deaessa Irrigation Feasibility Study Ministry of Water Resource Ar]o -Dedessa Direct shear _ Sand sample Proj. «* Date ■* loka bnaqe’ 20.00 3 jmp i» K" 1 iJLmpie suandiBAfi 1 disturbed 64) jwi ami iw ln^L«l dlu-rw;»r ■‘fraBU 36.00 Initial *p.umi icnn‘ 72 lMMW«^ n lT h 112.24 &wik qhrni.*!i-■; jttvcjti-" 1.55& *lr * HtffX 1 --r.j 104.12 £■> identity i grrvcm^ - 1.446 HewKt wtutt i%i 7.M $-3*rilli; 5r>-. ty ______________ Nflrmii JLtbm iKNJm2' 100 200 300 c 2 |KNJrn | 0 < Degrees) Sh*ar ifltti lKK»m2- 14& no 520 4 59 7„retf fly ■- Antfty Afltfl* Dita T4fflM Cbac*4tf fly r- AtKifl*HT AMffl 0*1* > *1 WflC .Approved by Dare V,-MATERIALS TESTIMG TOUMDAT1OWI timSTtGA’H _ Hv_?^^21 P-O.&M 40036 TEL 430616, 420601 *** (MV It * Pratiei. CUeni : UKstar. ItilTypr. Deaessa irrigation Feasibility Study Ministry of Water Resource Proj. N* Date T6 -aTvsa WPJWM Arjo •Deaessa Direct 5 near I Ob|*ct _ SPECIMEN DATA _ Sena sample 'oko bridge Sifftpl* N" 1 ^*w m. Jornpie tartdlbon dtsturOM 20.00 In-THI ^rrwl.r ifflffl 60 -irti# VM w ^.or~ IfilUj-’ WfflUrn* r-nnJ-! TZ .InCia 112 24 Burn <0Miitv 1.559 Wb'^H! ^rt!| 10412 Cky ot'iiJiv igmtcn*! 1.446 ’*i**FL>t J w< %l 7 BO SpKite Srarfh 1 Hw™ iirtu iWmZ- 1W 3DQ 300 C 1 (KH/m ) 0 4D«gr*nJ STior iinu (KN/mJl IM 310 520 4 59THE FEDERAL democratic republic OF ETHIOPIA ministry of w ater resources a RJO DEDESSa I FIR IGA I IO' FHOJECT FEASIBILITY S I I DY Geological and Geotechnical Invesiigaliun Part II - Appendices Appendix F: Geophysical Survey May 1007 tSE VUATfR WORKS DESIGN & SUPERVISION ENTERPRISE missB cum ok with IltniEBinffltMTAl MHSUIWHTS ftMD TEC HHCCAATS’*D 'A f p o P0% I A*In Ababa Ll>iwp» lcHiil... O.-HOI 43i8WF^(IJSi]l*lSr' ^™il * * <1 >* ■' Cdfe l “Abstract A contract agreement was signed between Construction Design Share Company and the Geological Survey of Ethiopia io conduct geophysical investigation (refraction seismic survey and Vertical Electrical Sounding) at A rjo-Dedesa and Gumera irrigation project for dam site investigation Al pan of the agrecmem Vertical Elccincal Sounding was conducted at 10 points at Arjo- Dedesa between June JO and June 20 2006. This report presents the results the geophysical investigation (Vertical Electrical Sounding) conducted m the area The interpreted resistiviiy layers are generally correlated with the neighboring borehole logs The thickness of the overburden is estimated to be I2-I7m at the spillway and about 3m at the dam site. At the saddle dam the overburden is assumed io be very thick (greater thin 40m) Elccincal imaging is recommended in addition io rhe planned refraction seismic survey 21Table of Contents Page L INTRODUCTION.................... ....... ,............................. ............. ..................J 1.1 GENERAL. , ....................................... ........ . ............................ ............................. 1 Ll.l Location and Accessibility .............................................. ............ ............................. I U OBJECTIVES.............................................................................................................1 1. GEOLOGY........................................................... . ................. *................. 3. GEOPHYSICAL SURVEY................ ................... ........................ . ......♦.......... ..3 3 1 SURVEY GRID AND VOLUME OF WORK ..................... ..........................3 3 2 VERTICAL ELECTRICAL SOUNDING (VES) 3.2.1 Instrumentation and field procedure 3.2.2 Data processing and presentation 3.2.3 Data (jual it j .... .5 .....................................5 ........... ...-5 ......... . 6 4. DATA INTERPRETATION............................ . ......... . .......................... . .......................... . ......... ......... 6 Sp 111 w ay ........... ........6 Dam site. Left bank ............................... .................................... ...........................................7 Right bank.............. . ................... . ............................................................. .................... ...10 5. CONCLUSIONS AND RECOMMENDATION .20I. Introduction 1.1 General 1.1.1 Location and Accessibility The investigation ste » located m the Oromta Regional stile, aboui540km from Addit Ababa, geographically bounded by 36 38‘50'T - 36 41'34'E and 8 32 34 N - 8 29'52 "N (Figure I.) Il can be accessed after driving about 460 km along Audis Ababa -Gore asphalt and all weather road. Turning io the right al 460km from Addis Ababa, about 80km dry weather road leads to the site of investigation 1.2 Objectives The mam objectives of lhe geophysical survey arc ■ To determine the nature and depth of the bed rock - To csiimale tne nature and lhe thickness of the overburden - To determine the nature of geologic structures if any 2. GEOLOGY The area is coy cred by volcanic rocks of basaJt and trachyte Borehole Jog results indicate Lhai. basalt and rmhybasah are the dominant rocks on the left bank of Dedesa River. On lhe right bank, however, trachyte is the dominant rock Most of these rocks are moderately to highly fractured and the fractures are minerals of different color1 Location nap of the area. Arjo-Bedesa3. Geophysical survey 3.1 Survey grid and volume of work Vertical Electrical Sounding (VES) was conducted at 10 points Two VES observations at the spill way, four VES obsovauons at the dam sale (two VES oesrrvateons on rhe left bank and two VES observation on the ngnt hank; and four VES observations in Lhc saddle oani area (Figure 2). The follow ing table shows the IJTM coordinate of rhe VES points eJcvauons. and borcnolcs with their Table I . Coordinates of the VES points and boreholes with their elevations, Arjo-Dedesa VES EASTING NORTHING ELEVATION remark - 2 242437 941861 242560 941729 1368 9 1377.6 J 243084 942307 1342.4 4 5 243129 942340_____ 244858 942446_____ 1329 1357 2 6 T 244620 942505 244352 942738 13592 1352 2 8 9 i-n 244079 243287 243264 942962 1355 5 942613 1336,7 942549 1325 I 24‘i.4>. 243103 243166 942315 1351 942299 1338 942 3 ' 1324 ADJ 243226 942525 1323 6 ADS 243313 942643 1349 7 AD6 243o()2 942642 [ 365.8 AD 7 243070 942370 1338,3 ADSI ADS2 244259 942853 1347 Z4474& 942503 1354.2 ADSP 242 5dQ 941725 1377.3 3 ! -In,^ ??■§3.2 Vertical Electrical Sounding (VES) 3-11 Im trumcn latino and field procedure Scientrex made TSQ-2 Transmitter, IPR-10A receiver and 750 W motor generator were used far the surveys The Schlumberger array wa* applied for the investigation In this configuration MN (potential electrodes) are kept fired and current electrodes (AB) are moved outward lymmetriciliy tn slept At some stage the voluge difference between MN will, in general, fall below the reading accuracy of the voltmeter in which case the distance betwcell MN is increased (Iigure 3) The niasimum current electrode separation was limited io AB.2=220-330m due to topographic problems ^\B. 2--------------------------------- -AB 2 A MN Figure 3 Schlumberger array configuration B 3.2.2 Data processing and presentation The observed apparent resistivity for each VES was plotted against half current electrode separation t AB 2j on double Jogan:hmiv paper Approximate auxiliary point method was initially applied on (tie raw data for parameters jcsislivity and thickness)These layer paramtfen were used *s uucijl model for more computer assisted iterative initfpnUion to obtain the final layer parameters. Finally, the VES <uu are presented as geo-elccinc sections using these layer pirameicn (resistivity and thickness) The gecelectnc section of the spillway, the dam «te and the saddle dam are presented in Figure 4, Figure 5 A 6 and Figure 7 A 8, respectively 1.2J Data quality. [be data quality of Vertical Electrical Sounding generally depends on ihc ropogrtphy. onaiunon of Lhe line, pound contact of electrodes and instrumental error The Aiyo-Dcdesa dam nte is generally chanctenzed by rugged terrain and ground contact of electrodes ww poor, which rs assumed to affect the quality of the data 4. Data interpretation The interpreted VES rewlls art presented m the form of KClions (Figure-4 to Figure 8i and also summiin/ed as shown in Tables (Table 2-Table 7). Lilhologiciil descriptions of the resistivity layers are iakm from borehole records in Lhe vtcinttyof 1he VES points. Spillway Subsurface infoTtnanon for the spillway area was obtained from two VES observations, VES-1 and VES-2. localed in ihc north-uesiem and souLh-casicm pan of the spillway respectively <Figure-2> VES-1 which is located in the nonh-wcslem pan and reiamvcly at Iowct elevation displayed lour remuvily layers (see Figure 2 and uppendutj The lop layer, unh 12 Ohffl- m resislivny and 8m thickness. is assumed m represent lhe Lop thick soil boruon. The second layer having 9m liuckness and 22 Ohm-m resistivity is inlcrprercd Io comprise gravel The third thick (Jftn) layer that is characterized by the resist ity of38 Qhm-m may comprise highly weaiiiercd and fraeiurcd tnull Al the hoctom lhe resistivity raises lo 77 Ohm-m due Io □nd fTaciunng of lhe basallVF-$’2 is located ISOm south east of VES-1 It is situated at relatively higher elevation Jt a vicinity of ndge ■where rock fragmenls/outcrop is observed. The iop three layers with resistivity ranging from 217-294 Ohm-m represent gravel and weathered trachybasalt '.from the near by borehole log (BH ADSPj). The second layer from lhe bottom ■characterized by the thickness of 33m and resistivity of 37 Ohm-m, represents highly weathered and fractured trachy basalL The resistivity of the bottom layer increases up to 171 Ohm-m indicating the decrease m degree of weathering and fractunng Dam life, Left hank A total of four VES observation were conducted in the dam site area The two VES observations (VES-3 and VES-4) were conducted on the left bank of the nver the other [WO VES Observations VES-9 and VES-10 were taken on the right bank. Figure 5 shows interpreted VES results of VES-3 and VES-4 located on [he left hank. VES-3 15 situated approximately between boreholes ADI and AD2 The interpreted result under VE-S-3 delineated four resistivity layers The lop two abut 7m thick layers are characterized by higher resistivity (2487 Ohm-m -3923 Ohm-mJ Jhese high resistivity layers are assumed to comprise moderately weathered ano fractured trachy basalt. This high resistivity zone is under Jain by 40m thick relatively low resistivity (774 Ohm-m) layer From the t»rr hole lug data of ADI this layer comprises silty sandy gravel intercalated xvjth highly weathered and fracLured trachybasalt. The bottom high resistivity (2355 Ohm-mi layer is assumed to correspond with moderately weathered trachy basali as shown under ADI The litho logic change at the depth of t !m under AD] is not indicated under VES-3, this may indicate lateral lithological sanation between AU I and VES-3 Interpreted results from VES-4, which is tocatrd between boreholes AD2 and AD3, exhibited three resistivity layers. The top thin (I 5m) J7 Ohm-m resistivity layer corresponds to the lop silly sandy clay layer The intermediate 50m thick lay er of VES-4 corresponds to the thick relatively jow resistivity 1774 Ohm-m) layer of VES-3KCtlon urtd*r VES-t ftnd VES-2. SpKlw&y, Arjo-Drd*«aI LCGEND clay tr^cKy ba<a<t NQhAy «<• thtrtd Vac>iy- 6444(1 lfit«^C4U4t4d «tt* llty candy gravtl P—Frwet-ar»d *nd L----------- Hj v»eth*r*4 tnachy baccd: it—Rl£bt bank VES-? and VES-10 are located m the sasiem part of the dam site between boreholes AIM and ADS ( Figure 2). Four resistivity layers arc delineated under VES-9 These layers exhibit Very high reSLSUVity values (1460-8700 Ohm-mi. The bordiale log ADS describes that thick trachyte body underlies the vicinity Fractures observed on lhe trachyte are filled wuh white imncnta The high resistivity cbiamcd suggests that the degree of weathering and fracturing ot the underlying trachyte is less in the vicirnty or the fractures arc filled by high resistivity minerals like silica. Figure-6 shows the four delineated resistivity layers and Iheir possible lithological dcscnpiium. VES-10 is located at relatively lower elevation towards the Dedcsa nver (Figjure-2). The four layers delineated under VES-IQ arc characterized by very low resistivity compared to VES-9. The lop 1 4m layer ha*mg a resistivity of I 5 Ohm-m comprises silly day. The second 653 Ohm-tn uycr is 8 7m thick This layer is associated with slightly wcaLhrred Lrachytc The third layer which il ■characterized by low resistivity (58 Ohm-mj is very thick (45rrij This layer is lithologically interpreted u hignly weathered trachyte. The rise of the resistivity to 195 Ohm-m of the bottom layer indicate Lhe decrease in degree of wealhen ng and fracturing of the trachyte With depth Saddle dam The four VES pomts of lhe Saddle dam area arc J i StnbuEed in such 9 way that lhe first two VE5 Observations {VES-5 and VES-ty conducted along ESF-WNW oriented snuih eastern pan of the saddle dam The other two VES obwrvttwns VES-7 ano VES-8) follow ihe NE-SW OOenled North Eastern pan of the saddle dam < Figure 2) Five and four TCsistn ilx lasers are displayed under VES 5 and VES 6 (Figure 7) The lop city laxer is I th to 4 7jn thick Underlying the WcJ^ t ,5 -2 I m (hack grave] Z _ jP r i?5 fe.Low resistivity (16-17 Ohm-m) layer of 32-34m thickness is interpreted as sandy gravel/ highly weathered and decomposed and saturated basalt The bottom 50 to 75 Ohm-m layer is assumed to compose highly weathered basalt Four and three resistivity layers are delineated under VES-7 and VES-8 respectively The top 2.4 -2.7m thick layer is interpreted as gravebhighly weathered trachy basalt At the vicinity of VES-7 the lop 0.6m is covered by silty sandy clay The second layer from the bottom is 76-80m thick, h covers the northern part of the saddle dam The resistivity of this layer is betw een 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 boLtom layer whose resistivity varies from V3 - 137 Ohm-m is assumed io comprise moderately to highly weaLhered basaltLEGENDISO 200 ?50 ilty Bundy day rattwrtd ;W^t! Mello* vt$-5 end VCS-6, dan , Arjo dedtwI I I I I I I I I 1 1 ]Table 2. Interpreted YES Results of spillway, Arjo-Dedesa VES-l ~--- Layer No Resistivity 'Ohm-ent Thickness (01/ Lithological description rcmanc 1 12 8 Si it j sand^ chv iLt°P roi|J 2 22 9 Silty sands gravel 3 38 50 High Is Weathered basalt 4 77 — Moderately to highly weathered basalt VES-2 Layer No Resistivity (Ohm-m) Thickness (m; Lithological description remark 1 217 1.2 Gravel, weathered basalt 2 294 2.7 BE 5» 5* 3 229 7.6 .til aid 4 37 33 Highly weathered irachy basalt 5 170 moderately weathered irachy basalt 1Table 3. In terp re led VES Results of Dam Axis, left bank, Arjo-Dedcaa ves-3 Layer No Resistivity lOhm-rnj Thickness imj Lithological description remark 1 2487 13 Moderately -highly weathered trachy basalt 2 3923 59 Moderately-highly weathered trachy basalt 3 774 40 highly weathered Trachy basalt iniercalaBcd with gravel 4 2355 ** Moderately weathered trachv baMlC VES-4 Layer No Resistivity i Ohrn-m i Thickness im) Litho logical description remark 1 17 l7 Silty sanch das r2 770 25 nighL weathered Trachy basalt 3 420 zTable4. Interpreted VES Results of dam axis, right bank, Arjo-Dedwa VES-9 Layer No Resistivity (Ohm-m i Thickness imj ------- ----------- --------- — " Luho logical description remark I 1957 08 hifthh weathered trachyte 2 8700 2.4 Moderately -slightly weathered trachyte 3 1460 21 high 1- weathered trachyte 4 8314 .. Moderareiy-slighiiy weathered trachyte Rhyolite VES-LO Layer No Resistivity (Ohm-mi Thickness lm> Litfio logical description remark 1 15.5 1.4 Silts clay —----------- — 2 653 8.7 Siightlv weathered trachyte 3 58 44 5 Highly weathered water bearing (saturated) trachyte 4 195 .. ModcraieJy weathered and saturated trachyie !71 Table 5, Interpreted VES Results of Saddle dam Arjo-Dedesa t VES-5 Layer No RjEHXtlVLEy ‘Ohm-mi Thickness ,rn 2 Li tholojptal description remark 1 0.9 silty slnd - clay 2 14 18 Si Ltv clav 3 221 1-5 gravel/wEiihcred basil 4 17 S4 Sandy grave L-Highly weathered, decomposed and saturated basaLc 5 55 ... Highly weathered basalt VES-6 Layer No Resistivity i Ohm-nn Thickness iSl Litho Logical description remark 1 76 0.7 Silty sandv clay 2 635 H Gravel/hijthly weathered basalt 3 16 32 Sandy gravcl/HigJily weathered,decomposed and saturated basalt 5______ 75 H.ithn weathered basalt 18Table 6. Interpreted VES Results of Saddle dam Arjo-Dedesa t VES-7 Layer So Resistivity I Ohm-m i Thickness L«J Lithological description renwt 1 68 0.6 Sihs sand'i clay 2 522 1 8 GraveVweathered trachy basalt 3 44 76 Highlv weathered trachy basalt 4 137 Moderately io highly weathered basalt VES-8 Layer No Resistivity lOhm-mr Thickness imj Lithological description remark 1 103 2.7 Silty sandy gravel 2 36 80 Highly weaihcrcd trathy basalt 3 93 ........... ________________ Moderately to highly weathered trachy basalt 194. Conclusion and recommendation f correlation with the neighboring borehole logs. From the two VES observations conducted at the spillway the overburden thickness ia esumated to be ]2m - 17m The bedrock is assumed to comprise tughly weathered and fractured trachy basalt, The over burden at 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 thaL the bedrock of Lhc dam site area is slightly weathered and fractured or the fractures arc filled with high resistivity minerals such as silica. The results obtained from VES-4 and VES-10 suggest that the resistivity of rhe bedrock at the dam site decreases towards the nver (in the vicinity of the flood plain). The saddle dam is generally marked by low resistivity (16-44 Ohm-mj. 40-Stlm thick formation This formation is considered as soft formalion and the relatively hard formation which assumed as a bedrock at saddle dam area seems deeper i about 40111 deep al thr south eastern pan and about 80m in the north w estern parlj. The interpreted VES results do not show the presence of structures such as faults and shear zones. ReeoBmeodtfions The authors recommend Electrical imaging survey in the area m addition io the planned seismic refract ion survey io get reliable and drtail subsurface information The Verticil Electrical Sounding (VES) conducted in the area delineated different resistivity layers corresponding TO different lithological mui» which are generally in 2(1AppendixNO Res Thick Depth 1 217 3 12 12 2 294 3 27 39 3 2292 76 11.5 4 366 33 4 44 9 5 170 6Appar Resistivity (onmm] Na Res Thick Oeplh 1 2486 9 1 3 1 3 2 3923 4 5 9 7 3 3 773 7 40 3 47 6 4 2354 9 - - r* f 1-3. Dam site (left bank), Arjo-Dedesa Irrigation projectL1 II1*PDJr Resstncty [ohnrrj Saddle dam, Arjo-Dedsa Feasibility studyAppar Rastsfrity [ohrrrrj Nci Res Thick 1 1957 3 0 0 2 0699 9 2 4 3 1462 1 21 0 4 0314 1 - VES-9, Dam site, right bank, Arjo-Dedesam irrigation feasibilit\ stud)Appar Resistivity [ohmrr| VES-IO. Dame site, ArjoDedesa Irrigation feasibility studyJ THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES J J ARJO DEDESSA IRRIGATION PROJECT feasibility study ) I Geological and Geotechnical Investigation Part 11 - Appendices | Appendix G; Piezometer Installation Detail I I I " Miy 2007 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ISSteiATlO N WITH ^UEcmiNEMmcONSUaAMTSANDTECHAOtlFtArS INDhl FI T l P O.Bux AtMis Abaoa £ [hl op 14 r*H25l}l 6UHI ttl WFu (1251 » JSTIE-mj.l w * d > e Sri™ tel cPIBZOMBTER HfSTALUON AT BH-AD4 J- T*f ww □juttIT BUM fW *33-* toxtr ■■■J mUM P I' n ■J ; |-*Bil ■ 1 rfFlALni Cm *>r" 1 "FF |. ArjcDvdaua |fr|f:4ttOB Ij r *B|>|UJEr Stnd> l»-*****r fl [ B 114ILS-
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