FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES Arjo Dedessa Irrigation Project Feasibility Study Report VOLUME - I SURVEY AND INVESTIGATION VOLUME - I (b) Geological & Geotechnical Investigation Part II - Appendices May. 2007 Addis Ababa f WATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH Lxc INTERCONTINENTAL CONSULTANTS AND TECHNOCRATS INDIA PVT LTD P.O Box 2561 Addis Ababa Ethiopia lei.<251 >1 6I45UI IX9<i Fax (1251 )l 6l537IE-niail u u d tcaidccom net elARJO-DEQESS A IR RIGA r.lPNPf FEASIBrUTY STLJDTLREPORT CONTENTS OF THE REPORT SERIAL VQLUME MO. ” 0, 5 3 PARTICULARS executive summary MAIN REPORT Pad I - Rcptxt Part II - Map! a Drawings ANHEXURES VOLUME - I SURVEY AMD INVETIGATION (ANNEXURES -1 to 3| 4 Vdixne - < (A) Topographic Surrey, Geom&rphofogtcal Studies & Geological & Geotechnical Inveiltgaban Pan I - Report 5 Volume - r (b) VOLUME - II VOLUME -III Part IF - Appendices NATURAL RESOURCES fANhlEXURES - 4 to &) Forestry. Energy & Caichmemt 'Development Plan WATER RESOURCES fANNEXURES - 7 to 11) 7 Volume- II Ha) Meteorological i Hydrological & Hydrogeological Studies □am & Appurtenant Worts 8 9 10 11 12 13 U 15 16 17 ia Vdume - JI 1(b) Volume - III (c) Volume - III (d) VOLUME IV Volume ■ IV (3) Vo*ume - IV (bF Volume - IV [c) VOLUME -V Volume - v fa) Volume - v (b) Part I - Report Part II - Drawings Irrigation & Drainage Part I - Report Part II - Drawings Hydraulic Structures Part I - Report Part II ■ Drawings AGRECUTLRUE IANNEXURES - 12 |C ity SiiP Survey 4 Land Evalualion Agncu lurgl P arming Liveslcck Fishery Agricultural Mechanizelmn & Agricultural Marketing ENVIRONMENTAL AND SOCIO - ECONOMIC ASPPCTt (ANNEXURES - IS t0 2Sj W,C ASPECTS H«lth A Aspect&Appendix A Appendix B Appendix C Appendix D Appendix E Appendix F Appendix G Appendix H List of Appendices Bore Hole Logs Photographs of Core Field Permeability Tests Variable Head Test Test Pit Log Laboratory Test Results Geophysical Investigation Piezometer Installation DetailTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES AR JO ft EDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Pari II - Appendices Appendix A: Borehole lugs May 1007 MATER WORKS DESIGN & SUPERVISION ENTERPRISE IN ASSOCIATION WITH ■ - 1 ■' ii . ■ .luiw?’ ’tutii P.OBoxJSiJ AJdn AtMN Elhinpu I cl I.c I .| t> hi<■): Tas rllM II 61 J571ti-ma.il m « d s.etfld-leWMn net ClBOREHOLE record ,_ _ mv-'L'i. i ■ - Arir. rh-dr«i5ii EfriJJatlOtfl FrJbaibiLjn’SludV fccrar-woir; COflMSEMATTES ■ a__________ —- _ ------------ ■ £343©4SlB clii*t &tir,isl rv &f Water Rcmjutcc’s iocatiom Ai|i:- Dede-s-m <l>arn uuutwi Pou/y Coring 11942314m BH ADI Cimran WATtR umi PM BLav*TBna ------ 135BHL OATtrtXfiTtd pati coHrtrr-w IPC-MHATi •:>' Vrnir- ami wtatIuHi w .„ 1/2 . Lt^-LCH FATTEWII iiigi-sri i«juu<td WC< STRATA UtSCRlPTION Dcnit, biawaiib to irey< i-ilty utidy GRAVEL Idecompoied traehy btulil fit}*, EiioileiiteLy weathered, rraetufed, veiieulni traehy BASALT |BOULDER|i WlLb Whl.Ee LnGUiraga alaaig | rffitluxEB iiid vcaarrLca V»ry <tan«e, ycUowiih brows to grey w;ih IcceLly reddith, ■ illy undy GRAVEL derived ffOzn drc ORipPiltlon. cf lajicby biVl'It M-rvii , -r i * -t ■ ! :■ SCronf. f«jr> moderktrky weathered. bi hSy fraetured, K vehicular ifBchy BASALT with white InnLUn^i. along veeicelrw ■ nd fracture R.-urffe.cra Very dtn« y t Uowbah brow™ to r C«y UlTj (1 nd gravel with T ■ca.tteacd r Ex ran £ tor? Idecompoicd Iraeliy BASALT iBOREHOLE RECORD ’"BNrtf ^rjC |^!a* Ins-r... ■■ ;-'.i vh- MX»» :-£E?2 BH API CX|M T I Minuliy of Waw Rwaurct*___________________ ___ ■------ munow Aqo DrdoM IP*" *!£/__ ckouto w*T« lxvil Nil rort rrrt -SHE! Connf.______________ __________ M t^'°" 1 JSttB. - ibcct 2/2 c*tk rr*jnt& tL?lA“ . s — ___ OIUIH7ATI0W LLHjrOfl PAmW Cllm>Hlcd 1 ■' ------ itFUiHb r-n — UTE CQMUXTEO frfc. Mi'D* x t1 STRATA DEECEUFTiON Dttfc juey with pwnUh tpaii, bugbly (a motJuately wut b«f«-d. ■bBttBred MMLfe TttACHlfTE wi’-r f P tllnuHtb and wfcftitll liifiMing* Very denie reddi»h brown to r grey Billy itfiily GKAVTSL u?i(li kEtooe gatbi IK.lOHL-lS.^nilBOREHOLE RECORD ___________ —________________________ l — ■ - E 2!'till 03 - — aM0 cueer-Mjnra.rx ofW-lsr Re*«!«!!--------------------------- — Lounu. ':l?juLXPajUBiat-------- ™ukp^viL — RtwyCfrigL________ ______ bh_ AD2 ■rater M2 _ oatcl stab tied MfP< JW , ___ — — -. UICLWATON DATE CDMFLLTED W/W-S* □ RJSMTATlOa ft vv STRATA DESCRIPTION Dense, reddish brown to grey, silty sandy GRAVEL with clay derived from highly weathered and decomposed trachy basalt Moderately strong, dark grey, faighliy to moderately weathered, ■lightly fractured, resit;utlr trachy BASALT- fracture aurracer are coated wLth yellowish pre ci-pilatta Duccntttiet,, yyeelilioowwiisiihi Dbrraowwnn itdoggrereyy, . and ■ i S ■"■■ J i 11 *c LS I.J Pi'1 is *4 VV V V VW VV VV I—k r-,■ Bandy GRAVEL with silt resulted from decomposed trachy basalt which lack* its monolithic character, (some remnents of preserved rock structure* are . xccoxtdtdl____________________ ________ i. Moderately strong, grey, highly to moderately weathered, slightly fractured vesicular and amygdaloidal in texture trachy BASALT, partly disintegrates into silty sandy gravel, fracture surfaces and vesLelea are coated with whitish, yellowish and brownish prencipitats. loss of drilling water was recorded at 13.4Om Dense, reddish brown io grey, silty sandy GRAVEL |residual soii| derived from decomposed vesicular trachy basalt with •<>me scattered atrong cores Weak to moderately strong, highly to moderately weathered heavily fractured, vesicular trachy BASALT, partlaly dexintigratcs into silty sandy gravel, fracture surfaces and cavities are coated with reddish yellowish and whitish precipitates, core loss noticed due to partial decomposition of the rock, mainly __ from 27.50m 28.35m"1 r r c- r- r-r- r c c r c. r. v r aBOREHOLE RECORD FRBrtClADtDsdfilf? iTri^rB^Jje^ibiliJXJitudjf MmXuW ctwADPtateB —’ bh ADS cue ft Minij-l r^* of Watt! Mcftoua locatiCi.m ArpJ' Dedcs-^^. 11J-fcriu axis] HOR3HG nrfc Rotary Coring _______________ PATE STAJtTED IQJWfM HATE CQMHKTra GROUND FATIM LEVEb A-MLw. _____ fiH RLETVATlOW _____ _______ !3Jl^---------- EHCLWAT1O*______ J-Z Fjml.YukIuL □ JUEffTATlOW. LC'UiPOa PATTERN 1/4 hjfr&a i jkuLibrdl ft iO imriijjri' Frolilf ■Z-T-V STRATA DESCRIPTION hL-jy-rt Loott, reddirh brown to E« clayey BILT (AlluvLat deposi- wilb Test* at the top Weak to moderately strong d grey, highly to moderately weathcrcdf heavily fisturCd 1 breceifctcd, traehy BASALT, * disintegrates in to gravels wi strong cores, fracture ttlftfhct and cevltaea art rilled by pled yellowish and brownish precipitates Strong, dark to light, slightly weathered to fresh, moderate Tra-cturcd end partly healed b seeondary minerals and/or preepitates of whitish, yellow and brownish in color, trashy BASALT with aphanitic and veateular feature, ;;jif K£SX si,a. ■ 4■ on E UB".J li/Sts. - -.Bl, BUVr’?'’ . . . « „ ■.■ 'm1 u._ i !'i. Ilii.. fa's’u faUIFui ■s' ■RfrCVLM Jju'M.borehole record ™o CTArio.-D dClia frn^.UQO f=*Snub- WOKBHCtX Jt t '■ ~ AD3 CLIENT Mcrtttuy of WdKj_R“ ^- DUrM OfcOUkD VATU* l£MTL Jl.WB mjWNG TYTE KCHJuy ____ BH CLEVATPDN_____ _____ me LENAncjM____ pf f' LanSinn^ 2/4 DAT* TASTED MtfHfg*_______ DAtt COMPLETED.?-»TD4yQ* ___ ORIENTATION _____ 2L*tL 4. - LUGEO^ FATTERJ» .uacmd ulfe *i«d hi Pruijk Strong, pinkish to grey. slijfi weathered co fresh, heavily fracE ur-rd,, 11 he to medium grained. TRACHYTE, partly disintegrates into gravel i *0- scries of fractures arc interconoected and ctmtnh by secondary mineral* with yellowish, whitish and brownish colour JjOo* * T MMooddeerraatteellyy strostnrgo,ndga, rk tdoa1rk to 1 i D-J ¥T T 1 T T T T ggrreeyy,, witwhigthreengisreheannisdhbrovand brov ■■ppoottss.. modemraotdeelyrawteelaytheredweathered sslliigghhttllyy fracftruarcetduraendd hcsalnedd hcsled ppoorrpphhyyrriittiicc TRACTHRYATCEHwYitThE with a c J j !-L O +SC- wwhhiittiisshh,, greegnreisehniasnhd broawndn brown T Tf TT TT n» T M ix pphheannocncrryrysststs andanfUdlingsf,Utolinr gs, ur sseerriieess of forfactufrrae*ctaurrees are iinntteerrccoonnnneecctteedd and caenmdcnte cemcnte bbyy sseeccoonnddaarryy mmlinneetrss.fir* Au ,-wi ■ fe__«k. mb ■U RZfa biaHJ. k- ■'"‘LtoMMVWi B..B J 11 . .1 T I ■- t— sr ■- u njwr.i _ F — h><A __ _____ __ Bflufrrkli W ■ ■ LU ■■ IL- ■■■■; Ul . . i-L-ar- i W» sr.ta>,<. - 11-..-'. 4-S rwwwi r«-L 1 . X FJ »R«"UII J--SH - car* fa _Fuwrtu hMS m • -Re ■» H.1 .Minin w_ .«■* -au whs*BOREHOLE RECORD FHtutttAriaJ2fflsm irmaiianx^ihficoo^n. :_ ■££££ bh AD3 CUtMr Ministry oLW-Her Rejourcc* _ LOCATE* AQO'DcdfjisajD-m ^Jl_ ---------------------------- Km-Ha 2^1nB . _--------- ----- DATV VTARTEDi._ ----------------- — ------------------ ----- DATE COMPLETED 29 0*7 « ,■ lK;ii -- ^tpoum? wATtR vrvtL. _ BH BtEVATFOJT---- _ IHCLBRATIOH . j^' ?r CRiEirrATrojr II 3C tf m■ IM--f tri I- . 1 I1- ■ 113 ' 4 1“ • l-s o.i ’ fi£L i P 3 C- 3 X- .M Ud> l« ■ I M- 1■ l"l ■ , 11 fr 1 1w J .« . 3/4 STRATA DESCRIPTION hlodeTAteJy itrong, d*ek to H| grey. with greeniah breuri ■pots, moderately weathered, ■lightly fractured and healed, porphyritic TRACHYTE with whitish, g.reenish and brownl: phenocrysts and rulings; »etn Mftea of fractures are bELtercouEjected and ccraente by secondary minerals .all. .** «-<l 3 >- J *» " 4W J -W LkL 1 3B j r: JU IM |" i.i i hi I QI ■ V fr ia 1A xll ■J ••J s rr r .S' K JL£h i <a=i . 3 IX- i3-3B> C |f Weik to moderately tironj, grey, highly to moderatly weathered, slightly fracture porphyritic TRACHYTE wit] wtaLtLsh ind freenlth phenocrysts, the uaU H ttp ■lightly weathered to fresh interval* 68.OOnj-73.Otlm and 75.OOm-7R ,20m 5 J* 1*C 1 Mj UA. l<J ! h J'1 B« L La —L.lk Ji____ v» a BH B tlm .■ L^’ ,-J ■ > r.,L.k E«dPV--fa. ' «I.BrXfca__F-FarEhfc Slga ftudMJkia ■;hhiuj ■■ IsOeim' SI j M<nam ■ —*■■ .rr’ifi 7?Mri___.... ritojier&JJtDtSfm ‘rj'l*.0011 <:i££HT _Mtr.i^ryc.fWn1cJ RcMufga lxjcaTW* JiDUNG TYf* ^lUJ Codss. C ™D HS42369™ bBh.O ARDE3HOLE record OU" - ______ _GPTOU*D WATER LETO. *•*5 ______ *m elevatiom_____Pl*" _______ _nti.MiAT>ojr_Jgf F™ ■JMCIIT 4/4 DATE STARTED. _ HM It/Et----------------- DATE CriMHLITir_ _ ________ QMZHTAtlfKM ; M 4/ k STRATA DESCRIPTION Strang, pinkiBli eo grey,. weathered to Fr<Ah,*LLght)y fractured and cemonicd poTohyrtibt TRACHYTE w«ib whitiih ■loDfAted phenoryiti dliinCc£T«C v v Into ttifulir jri between BJ.OOm-M Mni Lnd lirUJJuE BrJurr>h W/TtaJ.fl f-strhs ££&£(-«•■ Flfib?hii ■i ■! m> lirt-SSr M'MiA<rr n SciMchwa Tcfrn «X1borehole record CUIWT M iHilELOL^ ff*Kf ReMiuy h E S4-T2S2_ bh_AD4 t._ W 9L41M3 _____ LOCATION iDJJTI M3»l uROOXD ss-JjfES JJEVl t bDRiMt rmJKBff r-'-,nrlS_____________ UATZ 1TARTK D DATt CDMF1XTTD _______________ — HIM f-UA'ATlOH1 |rCLIM*™*_ OPUI-RTaTIOU LraiOF FATTIK" _ bill* — - YuUriAd _ .•rn LiJ-rjIdlrf r ar ft&flk STRATA DESCRIPTION :<-?:«<*■ S-aR to medium its ST, d*rk ■brawn. iUty CLAY .-. A .-. jpinklvb grty I# Er-BY" tLIgbily wr jlE be r eJ Io rresh, bJghEy fraetured TRAC HYT/ TRACHY BASALT, rtaetmea ate ImIej eaaneceed and ce men ted "by whLte Hecondary mbraeealr rx 11 <w I I ILS 7T TT T\ T TF •7 li# |.“ *0 T s TT T T T T T FLralcifh firey to I ifht <rey, fcljgblly Eu mgdtr-Bteiy wc*Ib-Era-d, highly fract-uried vctltuitr TRACHYTJTJiACH BASALT frA-ctursM in-rl wilc^cr • re Ailed by whl'tv ■.■enr-di ry mf ne-rilH rt JL li :■_ :C Iri 1 ■M iijj J* Pi ,,--ii ■■ 1K x lX T rrT IM llfl — Jtt 3; !- TT tr I =~ r |S = s W - ril 4W '■ ,rt, TT T T 1 fin * UUgghhtt jjjjrreeyy ttaa ppiimmXX;;UUhh wwiitthh gErr--vveenniliihh **aa<<11 khraraww-i-iillilbibipAafniC, ii mmooddeerraatteellyy ttao ■Bali^ghhctlyly w I|fFr i «l«ra actthtchueteurrreereeiddsR,,hiRhle^^ldlhhrdlylbyybffrywraawehecichtueuitrerrrdd niniiininverra-liilbi),, mad^lrudnfiBysitnruaE itraaE fin**ggraroiniBetddTTRRAACCHHYYTTEE 14 100o r1FIr r -J r -J r , 1 T 1 -J ’ “t 1r1ca*S.-.- BOREHOLE RECORD efc^EeTdQtJ&^^ ' .’rri^tiQn cltofT MiJiiitfy ft! W*itf Resource* SlMlii ^sehdle coqrdomTMi e 2*332 I ,_W-942643 HXATTOB __ -Alj£lJJcd£iSi*JPiLni JCi BCHUWG tyte Hcijary Con"!.___________ DATE STARTED tllM/M_____________ date tJCMirtme u/wot. CROU-MC WATER. 1-EVEl- F' ___ BH E-LTVATlDff_ IMS LCTATICnM _ YiriiiL MUBWTATIQ« VLMJtON FATTEBJ" ru<8C-r- rj |j ruEAisni rwrt, So* J ■f bh ADS 1/2 STRATA DESCRIPTION Fem a - Very diD»vf Hehl red to brownlih, *Uty fravely SAUD Idcrlvad. fr4E9 p T"” .highly weathered Trachyte! -, TT TT T Very dmae, rrddiih £rcyr, sandy crave! with tlrunc core itoDes derived from hLfthly weathered. TRACHYTE 1L3 Uftht nuodcrBtdj' writhf^d, h^hly fractured {dUtaticrated into gravel at J.&0m-4.4Om and 5.20jtl- 6.0Dai|l medium stroac TRACHYTE Licht (rey ta -aoderately weathered, hachly fractured weak to itran^ vehicular Trachyte fragmented into fiavBla, veal dei railed by whit* *nd yellowish mineral* 1< —1 1-BOREHOLE RECORD Mr>.igrTA[jp-nEdrfii PmgJMjjjn FUjU&lliHSLS’lt'^- lORIHQtf <:«H!U»ATW £-243602 AD6 CLIIBT *^TfJHeWUraB_____________ —"______ jjKAlTKM 4f|fl PrfESM I.Dfcn-- wl CMMWD W*TP LEVEL "U ■orjbg im. Emw? Cdftnjj *" ruv*TiUH _ _ i 1/2 DATS BTAJ™ PWWJM_________ _______ E"CLL-*fiaN_— J*J« ■ nj«TC rowruLtiLti omsirtAi ££ £ 2. O ac LCT p" 0 ■j. 0 0 p Si p Very dense, variegated colours □ f |dark brown to yellowiih red. reddish brown to greyl silty gravelly SAND derived rrom highly to completely weathered Trachyte with Memorial core scone-a st tD.TOm- 11 _SDd| 11 ±3C -. 0 J. lijii l'» Very JenRC. W hl tilth ycllc ta grey with whit* mluetaU spots, clsyey SELT, derived from decomposed Trachyte Duk grey. highly weathered highly Fractured TRACHYTE ■i >■ - 2J Very deme, light grey to yellowish white clayey Sandy SELT, derived from completely weathered Trachyte i-r»- VI **** ■1 ■ A* u u. T**. ♦<»_«-.11*- IDSBOREHOLE RECORD IW». t u^fOL. W...TM ’ curnrr M iftjMry af Wnlcf JfedPUJCEi___________________ !«ATi^^^ DCSleU*lUMii Mil-------------------------------- .gmXWTAT** W"l_ JU--------------------- BH _ AD6 ■MMSTW Rrt^aJSEtal DATE STJLHT^k 1 *1?VF“ = date comflitep 1tPH£*_____ - - ■■1“**™”------------- LW*" ___wellmatdoJI _ KtfcB—-S2***cri - oniEirfflTio"_____ __ al - STRATA DESCRIPTION Very de me, dark bTP»n with whilLah epot», iilty «*ndy GRAVEL derived from highly sjiibeeed. TrachyteIJ "1 ***^—r-r DUKr/nuki> —----------------- __ f - -- - 7JS BIi AD7 ~n 1 r rr ..................... ........... ... ■"' -*'"” -gg--------------------------------- ---- lDt BMU 1 LOWWP >H T1*1" KHnaoTYrt Sflar.'«-OnE£_ _,----------- MiCLr^Ti 13J9B ™r 3/3 -------------------------■-“-««* —----------------------------------------- | i<rrcnkTttTie-..S7_Lil£H!_____________________ uiuirrAiiP* —___ ----------------- 1 Hi j I I*,11 ’J mTT«X nkUiHd k-r ioeborehole record E-24475O ctrEirr Mim&try of Waler Resource* _______________ __ 1 BH ADS-2 tXWATjQH Af]C fredesia |Saddk dam£ ■onjfO w*« Rotary Coring----------- ----------- UATt ftTARTED JlfOUM___________ ____________ OROLTTO water ltvh____ ------------ ■H ELTVaTTOM_____ 1AM*------- .mtUMATlDff_________Yuttui------------- latUrJCTATlO" ID DATE COMTlirrt® M —- ■- Profile STRATA DESCRIPTION Soft, dark, npiailft *Uty *,ii ■#■. X 4 H-Mi *> Si x * x «>%. x ■^p. X ’«.-i X | I'Silx X'S.X , H“- xxjp. X.-J , ■» >1 «1 f X, ■■ 61 ip Nh ’ Vary d*a*c, reddJah brown i p Laid ib rflty XTaveUy SAND derived from hi£hJy wv-ntAer«d Trachy BASALT ■*■ ■-. '■F^ x -W M• xbrj X x*>x MB 1 x x-fc.x-x*. ■- S'W* xxxxC. ¥ JU LD M ID 60 LI. M 13 >. ST- SiS TKx w / Very de Die, reddJrb grey wit! ycllflwkfh flpot, flAudy CRAVE |derived from highly Wrttb<f< BA SALT | J’.fc ' h£T- 3l-.. -K ■rt •_■•! . V, ->r ■Sjj- X ■yj£ I rl w 11 *4 14 W Ih-K ■y<■h ■fl ’x'l xl'K l3xF x it 14 g 7 44 r Yx X T^ir r i, ", SUX.l jfl W n-Jj" >l J "*' '*■ jl|X 1M.■' x RK 3il 2 32 34 Dark frejr. moderately weathered, bifid y by fttctUEtd, weak TRACHY BASALT Very deme, yeUowLih brow a io dark gr*y ua-dy gravel |bifhly weathered BASALT] Dark .highly fractured IdJvintjgrelei Into gravaj} ■h[btely withered. to Frcvb weak BASALT 109rfl&JECTteSzP^MJUJPTi FCHJHfc&fr 3^ »«*!<“ c , ,-r.TT__ Mjiys-try rf Water FtW^rcei Dedesa* IMthf W«rt bdkJNO ™»< REW? Cqrmj____________ = PATE aTAJCTEJ __ _ ___ __ _ —— ADSP 1^1 DATE CMPLETTO J-*/»/<*_____________ ____ —— _CSOVro WATER L*™ _#H ? LEV ATI OF! PELiii*n&jl_. □■urirrATIOai TTVJ STRATA DESCRIPTION FLfeu,. hrownlab T<da tUiy CLAY wLEb gJfaba rcMJli at tbv 44 ■2 4. 4. Very dfime Very dense,.rreeddddiiasbh bbrroowwnn-, ttoo P ■>J I. K- ¥ V ■4 4V 4.; ggrreeyy wwiitthh yyeeLLlloowwniahhasppoottas, ffrriiaabbllee,,,sfaltnnddyy GGRRAAVVEELL wwiitthh •cacaatCtctr^vrdrdfagnvasteictlattlllylybbiatanfrlc i»U ccoorrecsi ((DDEECCOOMMPPOOSSEEDD TTRRAACCKKYY BBAA SSAALLTT || Wfifc to uiddcrilpjj1 stTGTkg, ridd.LtJi. Keown to plntaJab gity, highly wvatherad and rractursd:, p&rpbritic t<racby BASALT with. 44t»ailflinE vehicular ItJrture, fraclura arv coatid with yaltawiab pra-^pitAtea ->V ICifc»n.rrr-T Ario-Dcdtiia FeiiL'bdity Study mmh<hj lodm«ath : Miniilry el Water Rttources CLIE-PT ________ _i_--------------- ,—— UXATK.M AqfrPwtMM |QWTyjiie> HUflO r^TZ*«*Z ____________________ __ ^TXBTAMT^ cATtnairj OK-OWNP WATER UVW1 _*K fLEVATlO* ■XCLOUTTOA- LUOE OH FJHTfc** JO DWJiKi- iWI STRATA DESCRIPTION Viry d4A*«, yellawlih bnowu to ptey. frLibli. x,r*v*ly BAND with *Ut [dc-ccinpond rock with FftaufiU Of pTEMiTeVIBd TQCfc ■tncturB4| Very diQAi, broanlBb £iey. friable, silty undy GRAVEL [decompoted rockl Very deai-e, red, with ytUawiltl ipati, illly SAND |reiiduiJ| HVHiF' flaunch Adinw. FdHlW rMp* r*rgjji _____ ii. iin! r*drasr Ifii Huurr ■> &ruciwM TpOn 1JI'DKW TIL ANMi IM tfll lfr 4T+| “■rIV I■* u5 A i I■THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Pari H - Appendices Appendix B: Core Box Photographs M«j 2W7 WATER WORKS DESIGN & SUPERVISION ENTERPRISE IK ASSOCIATltM WITH iNTEHCMmEMUi CONSULT AMTS AN G IJCHNDEKATS IHUdl W. I J t PO Blu; 23SL Addiq AtiMHi Elhujna I eM-SID 61-1501 63 I«90 FW(I251 J frl 5J7I F-mjil « H <| s.e9»kcom nei ClAD 1v- v v- y->- >- •> - *- • 1 ' »* 1iIi1i1tI«It)iiiihiiiiki jYellen*- color blocks represent samples taken for Laboratory testing Red tolnr blocks repnsMUil rorc lus>AD 2AD 31k I .ch bunk. Daim a\b< itfl'thtii 'i1/3 i hf/'th M vjAD 4I 1 i’lpj, «■*»rjj«*j-i*■ -fi‘1 >*■ *■1 ■* _ W-r. f.fXlX*________________ <* |v wi f * 4^ I -r- i >IL i Hight bank. Dam axis Yellow color blocks represent samples taken lor Red color blocks represent core Joss laboratory testingr i• ■■ 1* L L' AD 5w■ V BM: h- r' r" 1i1 *Ii Yellow color blocks represent samples taken tor laboratory test mg Red color blocks represent core toss! ’ i: i: i: i: i: AD 6Yellow color blocks rtpiesitit samples raken tbi laboratory tesunu Red colui blacks reprcscni core loss •1ZM, Depth 15.50-23.1 - I ■ 1' 1 “ 1 ■ 1 ■ 1 - AD 7Left bank, Ohio taxis Yellow color blocks represent samples taken for laboratory' testing Red color blocks represent core lossAD sp4fW, Depth 4P.VP. Depth ' tM- I 0.2 fan YelkJWi color blocks represent samples taken for laboratory teslinu Red color blocks represent core loss /imP. Depth !ft.20-lJ.S5m*■ Left bank, original spill way Yellow color blocks represent samples taken for laboratory testing Red color blocks reptesent core lossAD si■ »• — * . -*-_ - K ■. ' *"»* £ t-. , /I £* -v 1^- r- ?e ■• i - jB Yellow color blocks represent samples taken for labtuatory testing Red color blocks represent core loss. I , 1 4 I h 1 » 1 1 ■ II F r r 1a3S 1 i r r i I i - iii 1 Hight bank. Saddle Dam axis low color blocks represent samples laken for laboratory testing Cflloi blocks represent core lossAD S2Yellow color blocks represent samples taken for laboratory testing Red COkri blocks. lepresenl core loss IDS-2, Depth 9.30-IIMin1 *►b Ik L k k ■r * '1 * ‘» *I 1 1• 1 1 k r 1 4 1 : I 4 • 4 r Right bank, Saddle Bam axis Yellow color blocks represent samples taken for laboratory testing Red color blocks represent cote lossADQ1ADQ1ADQ-1. Dcpih 3 00-t> Win of shell mHterial Yelknv color blocks rcpreseni samples taken lor laboratory testing Red color blocks renreteiki norr ln«* F - * * I < 1i i i i i Qtiarn site uf shell material VcILltv. color blocks represent samples taken lor laboratory icstiag Red color block j represent core tossTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ABJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix C: Field Permeability Jests May 2007 ,/1%. <5E WATER WORKS DESIGN & SUPERVISION ENTERPRISE IM A$secumin WITH IHTERCQMT1HEMTU CONSULTANTS AMD TECHICNOT P O Box 2561, Addii Ababa Ethiopia ?'/T Li L Td <25111 6M501 «I MO Fax.(125111 61 SI7 JE-maiI u .* <h c itu l«om net cifci i"ii ■ " _______________ J. « t, r * "i kJ! -*?-■» 1- .’’*9 TnWH i.-r? -u Jrv T-W ’■ -.. "e. > Tf. 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Q01 OO 38 20 4Q F- __________ 2JU6 8 3T00 638 00 M0 001 00 4.03 1997 * 8 3800 8 39 00 3H 0:01 00 hp ,l(p'Oh(/l • i-iU/Of J 8 39 00 84000 <M 001 oo ^ 445 19 55 *» 19 17 8 40 30 841 00 4K 001 DC 52 1880 8 41 00 8 4200 M 00100 5 53 IB 47 8 42 00 84300 BOA 001 00 567 18 13 843 00 844 00 4H 001 oo 6 18 17 82 6 44 00 84500 TB 0.01 00 5 45 B 45 00 84600 na 0:0100 66 17 20 64400 8 47 00 Ml 001 oo 703 16 97 8 47 OQ 849 00 «- 002 00 ?S 16 50 84900 85’00 t<M0 0 0200 fl 1600 85? 00 9 53 00 iJW 002 00 843 1857 8 5300 85500 iHfl 0 02 00 1 85 15 15 655 00 a $7 DC 1440 002 00 922 14 78 A<mS« * J7E-0J M,« 22 'JQ Hi» 9 23 D<m«* 00746 4jn*j * 5 !;■ S4M f im) * 7.336*00 8 57 00 8 5900 1540 0 0200 9 55 1*45 ASM 9Q1QQ I 1 ?u JJ 9J 9Q1QC 9G30C 9.03 00 9 05 00 QD2.C0 oww 10 49 905 00 90700 0 G2 DO 9.09 CQ 0 02 03 H Ch 9 09 00 9 14QQ 0 05 00 11 65 9 1400 9 1900 00500 1? 15 ?W _924 00 DCS DC 126 9 24 DO I Ji gg QMM 13 934 00 00500 " ■ ■■ 9J4QQ 944QQ 0 10 00 t3B9 954 CO C'lODD 14 36 10 04 CO 8:1000 14 77VARIABLE HEAD PERMEABILITY TEST PTQjKAZ Barvfiolfr No fertiom of BH (rn&gl) Ground walsr I tv* I (nvbgl) Typ* <ji* test Casing Might ^jgll" jjytedem Imgabon lity s-iudy AflS 20 Fall-rg head i.6 OiwTWlvr or twr^hoM (mm| Dl-trrwbar of fitting | mm| incllnalien Tram vsrtlfitl Test section |m I Id Dace ; 74 B NO _ 30 _ 23 2a 2ti<kV2CO6 1 llmr TWnt «L«pMd Paplfi Id m Mt* tawH iffll 1 wfw NmI T.-T,|»#c| paipth nTI Maad 4rrt| | 4 56 00 *37 00 U 001 M 1 45 24 i5 4 37 Q0 4 MM ijn D01 OO 2 3SB0 4 30 00 * ISM un D01 DO LS5 74 3i 4 39 00 4 40 M Z4Q DOI DO . 3 25 a+JL^. 4 40M 4 41 oa W0 UQ1 DO 3 55 23 75 4 at 00 *42 00 W 001.00 4 25 S3 31 *a2 00 4 43 00 *w 001 00 *6 2300 4iJW 4 4J OC *w DOI 00 4 95 22 05 4 44 0Q 4 4 5 00 MO DOI 00 22 30 *<5 00 4 4C0O K0 D01 DO 56 1 22 00 a 45 M 4 47 W AU 00100 5.9 21 70 *a?M 4 4-9 00 TH 001 00 52 21.40 aae-oo 4 49 00 TH 001 Q0 E$ 21 10 4 49W 4 SI DO AM 0 02 DO 7 . 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M?S 11 50 GO 18 52 DO 1440 g dzod 10 2 20 60 H 52 00 11 64 DO IK0 Q Otz 00 10 35 20 45 ■ 1 M OO 11 56 DO 0 02 DO 10 5 20 30 81 MW 12 01 DO JUG 0.05 DO 108 20 00 12 C l iW 12OE DO 2Hu 0 05 CO 112 19 80 12 MW U 12 11 CO 2W C-04 CO 1i6 1920 12 11 00 12 10 00 JW 0.04.CO 12 16 W 12!BW 12 26 CO M*0 01000 12 65 16 15 12 26 00 12 3600 M4d a iCM 13 3 1750 r«F |m 12 36M 1248 00 144 a iDoo E" 1:24:00 139 18 90 87VARIABLE HEAD PERMEABILITY TEST PrbftCl AnOdsdM-iJ lm gab on fruity ahxfr B-ar* hot* No.________ AO?_________ "___ B<nc-m of fiM ImbglJ Ground wiWf Jav»l |mbgl) 7.4_______ -__________ _ Typa of bail Fifing ____________ Qlamalar Of Immhota Imm) 322 _ Oumtlir oP Cii<r»g |mrrt| PQ _ Taii taction Imp 5 Io 7 4 Data : XWtiTCOG Catnip n*ig hi f magi; _ _ C___________ Tin* £1*pSh La wifitr «4Y|1 im INMI flruf TrTjMffJ tum tiap «*d ■ iTMfll Dr pin :ml Hr mJ i«»1 9 4500 9 46:00 M 0.01 OP 0.06 734 9 46 00 9.47 30 00100 0 DE 734 9 <7^0 9*8 00 DQi OC 0.07 7 33 W/T,/AP ) a Xlr.-i.p rI ______ 9 48 30 9 49 00 2* 00100 QD9. 7 31 In I l(L' O) -(Jl-I l(£-7»J 9 4900 950 00 "wo OQIOfl 01 73 9 5000 9 5100 w DOT M 011 7 29 951.00 95JDO j| 20 001 Cfl O.i2 7 23 ■3!?CC 9 53 00 <»=' 00l 00 014 7 26 9 53 DO 954 00 w PQ1 DO 015 7 2S 9 54 DO 9 5500 too fr.01 00 015 7 24 955 00 9.50.00 HO 001 00 017 7 23 A r'm’p ■ 1 17£»O2 Hi • 7 34 H * 6 6* a SS4CC 9 57 00 ?W 0 01 00 018 7 22 9 97 CO 95BQ0 ?to 001 00 a? 72 95800 959 00 M 001 W 0 21 719 9 59 00 1QO0 DO 100 DQIM 0.22 7 18 ipoooa 1002 00 1020 002 00 0 23 7 I7 1002 00 1004QO 1140 002 00 □ 2S 7 15 D Im) ta 0 122 L (m| = 24 t a ■ *2K F(m|a 4.67E*M M CcflSgji = j5.5JE-05 J ■ 1004 00 W’Moa i2K 002 00 0 26 7 I* lOOSOO 10 05 00 uto 002 00 0 28 7 1? 100500 ID 10 00 >W0 D02 00 0.3 71 TO 1000 10 1500 I «0 005 00 □ 55 7 0S ID I5O0 30 2000 J1OO 005 00 04 7 tO 20 00 IQ J50C 24« 005 oa 0 46 6 34 -r^4" --------- 1----- '----------------------------------------- >025 00 10 3000 2?M 005 09 0.5 69 ri -—i—■— —----------- -------------- ------------- ID 3D Op >0 35 00 10 35 00 J0W 005 00 056 6*4 4t "j ’.sjd JTW juCbj &3X- 104500 MOO 0100P 055 5 75 rnwLwri 10 45 aP 10 55 00 4™ OlOOO 0 71 6 69 I ■ 1:10:00 ■ 08VARIABLE HEAD PERM EAB ILJ TV TEST Aqo do4essa irrigation Project: Borehole No. feasibly study ADS-1_________ Diameter of borehole (mm) _ Diameter of casing (mm| 93 6 HQ Bottom of BH |mbgl) 8 Inclination from vortical 0 Ground water level (m tgi) Test section <m) 5 Type of test Failirg head to a Casing height Itnegl) 2 Date : 21W2006 time hnltial Final TrTjMcj _ Time elapeeC rmin* Depih la wiur Jtvel imi DepUl fell Head <mj 4 33 00 1 1 34.00 50 001 00 2 500 .... 4 34 00 4 35 00 120 0:01 00 7 94 zfbXW, Mt) K~O r S 7* Vi -rj 4 35 00 4 36 00 ISO 0:0T 00 207 7.93 4 36 00 4 37 00 740 j 21 00 21 790 F- 2.3M 4 37 00 4 38 00 KO 0.01.00 2 i- 719 In 1.1(1 Dj-fj'l- 1.1(1 D)J B «aeoo 4 39 00 J60 0 01 00 2 12 7M 4 M 00 4 4Q 00 430 001 00 2 14 7,86 4 40 00 4 41 00 4+J G 31 DC- 2 16 7 34 441 00 4 42 00 flag 0 01 co 2.16 7 62 4 A im ) « 7 1BE-03 4 42 00 4 43 00 WW 0.01.00 22 780 H, » 8 4.43.00 4 45 00 W 0 02:00 2.22 7 78 H, « 7 00 445 00 44700 MO 0 02 00 2.26 7 74 O«ni’ 00956 4 47 00 4 4900 V63 0 02 00 2 28 7 72 L (mt * 3 4 49 00 4 5100 IMO 0 02 00 2 32 768 45100 4 53 00 t 3 • 4800 1200 0.02 00 1 35 7 65 4 53 00 4 55 00 *320 0:0200 2 37 7 63 F (m)x 5.19E+00 4 55 00 4 57 00 1440 0 02 00 2.4 7,60 Kfcrl 4 57 00 T KfiScir^ 3?B’5E4)5 4 89 00 I5W 0 02 00 2 42 7 58 4 5000 801 00 1MG 002.00 2 44 7 ft- 5 01 00 $03 00 1000 002 00 247 7 53 5 03 00 s oa fv> 5 05 00 <;ii m 2100 7. 0 05 00 n n4 :vi 2 53 7 47 i------- r f "f "i — ----- ------- 5 1300 5.18.00 2700 0 05 00 £b 2.06 7 40 7 34 J J "■ U— _ 5 1800 5 23 00 W 005 00 2.71 7 29 —4-4--------------------------------- 8 23 00 5 33 00 3500 0 1000 2.62 7 18 ■1 5 33 00 5 43 00 42W 0:1000 202 7G8 1 "■ .J"1 “* “ 5 43 00 5 53 00 oco 0:1000 I = 1:20:00 3 700 egVARIABLE HEAD PERMEABILITY TEST *■}£■ OMMSJ !mpawffi PFoj»rt:_____________________ fmv______ ftorahw fefe_____________________ APS-i________ Bottom rtf fiH fftBflll_______________________ M__________ ■Srpund wjtti* l*¥« _______________ T |i pt Orf MIE________________ FjIWflUMd______ Cailft© HblftM LffllfllJ _________________7 ’?______________ DjithW bOf|A4*t |mmf_ 95 6 Glkpni^r al MblAQ immF _Hg InrLrjdon frdffl rtiTk+l _ © - TnESKEK* M________ to II DIM n-M T-rrw 41*04*4 » wll*r IfMH irn i LnlUM! ] Flhif T.-THmc] (mini rii-’.-jni. | HC*dOlljl 2 35 25 B0 00! 00 213 11 DO 6 di oo 2 75 1C W iFfri -tJ 2MZ3 2 75 170 2 >’ 71 J 34 M !M Odi M 24 ic .‘1 2 M 73 2 30 25 240 3 3i« 2 4? idea 2J2*t 2 38 28 7 40 25 HO Q 01 00 2 52 tow ”l?4d 21 >41 25 MO 001 00 i©S5 ±41 25 >4> 25 4B 0Q1 00 □ er 1©<* 1+2 25 2*3 73 4K OQIQD 2« 1©W J 43 25 244 « S40 0 91 OG' 10 M 2 M 25 245 J5 w 0 05 00 JO 10 21 Aiiti“j ■ r 2 45 35 245 ?5 no 001 00 2M SO 19 ?0© 0 02 00 312 10 05 H,» 11 M H « El Or = 2 50 23 W 0 02 00 □» 0 92 2M.H 2 52 25 tftMi 002 00 3M HT D i iffif- 1 2 52 25 2 M25 H40 002 H □ Si ♦ E4 2 54 25 2 55 25 IJW □ 07 00 3M » +> 7 V. 2> 7 54 73 T3K 0 07 00 sf>™n 9 34 □ M 73 3 00 73 IMO □ 07 00 3 B4 5?i □ MM 3 02 n "EJO OM 00 4 34 a ip , 3 di 24 □ 04 25 r'JM© 0MM 4 12 J 9 03 OtezO 3 C© 25 iM© C MM 4 iS 80© 5 tit 25 3M25 IM© Q02M 4M 8T7 30tH 3 13 25 HW 0©5©0 4 85 4 5© 3 ll K 314 25 7SK 0 05 0© 4 91 8 24 ] 18 21 3 >3 25 JAM 0 05 0C 5 >4 i :■- I 3 S33 2S 3 33 25 34M 0 10 00 3 14 A©1 3 3 J 25 3 43 25 4 MO ©i©0© 514 0 3l I* <:»« 9<THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA [RRIGATIU* PROJECT FEASlBfUTY STUDY Geological an ti Geotechnical Invcsiigatian Part 11 - Appendices Appendix D: Test Pits Lags May W WATER WORKS DESIGN & SUPERVISION ENTERPRISE IMSHC lATtMWlTM wn^Djn^TMceksuiwsiNflT£mucuiiiNattPjT « P Q B^x 2 56 I, Addis Ababa Ethiopia Tak(2iljl 614501 6313WF^( 1231 }| 6l5S7IE-fna.l w. ^.d s rif.;ckcom nee ecProject: Site: Pit No: Aijo- Dedessa Irrigation Fcaisibilty Study Borrow (Saddcl dam) TPSPR1 Depth(m): 5.00m GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 244906 942811 1351 Depth (m) Graphic symbol Soil Description Sample Remark ■ - 1 Dark, (Black cotton soil) soft, expansive CLAY .1 .4 ■ 2.80 .► Dark grey, medium stiff, inoist silty sand with some clay ■ » ■f 4.50 5,00 Light grey* dense, sandy gravel derived from Trachy BASALT f eoararo 11 ■ S-impU D= ilhtii rhrij H-BluCL Pl pltsilt ItariJkE} PI-plfeGEie QM-Lftrnnfintd fhmprmi^r lireriJi Ln kg/<n PI-PlMftr liufai SS-Sn«| Symtel 117 ■Project: Site: Pit No: Ago- Dcdessa Irrigation Feaisibilty Study Borrow (Saddcl dam) TPSPR2 1 Depth(m): 1.10m GWL(masi): Easting(m): Northing(m): Elvevtion(m) Nil 244825 943169 1341 Depth Graphic symbol Soil Description Sample type Remark (m} ■ - LL LLC Dark, (Black cotton soil) soft, expansive CLAY with grass roots Light grey, very dense, sandy gr avel moderately to highly weathered , wea Lin vesicular tracby BASALT, vesicules \ filled by yellowish menirals ^ufipk l>- disturbed HBIock Pl-pkitK PIpliKie Q»-U»c*ftnncd camprncivt 3<refth in kjj cm Pt* Plastic Indei SuS-Sdil SymbolProject: Arjo- DcdestaIrrigation Fcaisibilty Study Site; Borrow (Obosc site) Pit No: 0BTP1 Depth(m): 2.30 GWL(m«l): Nil Easdng(m): 244690 Northing(nj): 946171 Elvevtion(m) 13S1 Depth (m) 0 00 Graphic symbol Soil Description Simple type 1 Remarl ------------— 1 n Dark to rfarkT soft, brown organic CLa¥ with plant and erm roots l _£F_-- +--4 L-^+-- ,+-“-V4 Firm io jliff, reddish brown to red 1 silty CLAY with plant and grass root L.jd. hl J 1 M ■<K\ xj: Deutt, yellowish grey to red sandy gravel with some silt, derived from decomposed Trachyte 2.30 ■ ____ _______ 1 Sjfnplt L>- dhiurbrd H-BItttt Pl-plaitM b>g(2kg.i Pl-plisfk kqjl&fji f 119Project; Site: Pit No: Arjo- Dcdessa IrrigatECrn Reais ibilty Study Borrow (obese) OBTP2 Depth(m): 1.60 Depth (m) - O.CUJ 0,30 Graphic symbol Soil Description GWL(masJ): Easting(m): Northing(m): Elvevtion(m) Sample type Nil 244805 946299 1385 Remark r * 30 1,60 Dark to dark, soft, brown organic CLAY, with plant and grass roots Firm to stiff reddish brown to red silty CLAY with plant and grass rool Dense, yellowish grey To red sandy gravel with some silt, derived from i decomposed Trachyte■ Project: Site: Pit No: Dcpth(m): Depth (m) A/jo- Dcdcssa Irrigation Feaisibilty Study Borrow (Obose site) 0BTP3 1.70 GWMmasI): Eisting(m): Nortking(m): Elvevrion(m) Graphic symbol Soil Description Sample type Nil 2446M 946397 1388 Remark jxqcl 0.25 >VA Dark to dark, soft, brown organic CLAY with plant and i'rj.ss tools “=T--j-2 :z±< Firm to stiff, moist, reddish brown to red silty CLAY with plant and grass root K50 Dense yellowish grey to red sandy i gravel with some silt, derived from decomposed Trachyte SflMpk b1- driturihed Jl-Rluck Fl-phillc MB(2fc|ti rj-plwk bayi 25kgJ I ■ Vp " L n-ranrinrd com prrxjive p at BWliHic IMet 131 ■J Project: Arjo- Dedessa Irrigation ■ Site: Pit No: Feaisibilty Study Borrow (Dandansa si te) GWL(masl): Easting(m): DhBTPl Northing(m): Depth(m) : 2.10 Elvevtion(m) Depth Graphic Soil Description Sampl Nil 249564 939469 1395 e [Remark (tn} symbol 0.10 Soft, dark brown moist clay with y plant and grass roots (organic clay) Firm to stiff, brownish to red clay with some silt and with some plant root at the top Sample l.h- dlsiurm H-Block Pl-pIlUk b»Hlkt.l P2-pliirk ^confined eompresdv< ?El h in kg/rm tie lefri Sjtnbol 122Project: Aijo Dcdcssa Irrigation Feaisibilty Study Site: Borrow (Dandansa site) Pit No: DhBTP2 Dcpth(m): 1.50 GWL(roasl): Easting(m): Nortbing(m): Elvevtion(ni) Nil 249515 939663 1403 Depth (m) Q.qq Graphic symbol Soil Description Sample type Remark **# Soft, dirk brown moist day with plant and grass roots (organic day} Firm to stiff, brownish to red day with some silt and plant roots NjitrifiLr D- dlUiMbcd H-BIwh P I - pIxLlir i 21^j PS-pIftStiC bi £l.l*k£l %^U*Lncqn^,n*d '.-k'lj, «cr»MiithTFi*glfhc!f■kfklfb.'trai ® j| Fi-PhiNr i*dti g. Symbol 122Project: Site: Pit No: Aijo- Dcdessa irrigation Feaisibilty Study Borrow (Dandansa site) GWL(masI): Easting(m): Nil 249554 DhBTP4 Northing(m): Depth(m): 1.90 Etvevtion(m) 940026 1404 Depth (m) Graphic symbol Soil Description Sampl e Remark type 0.00 0.30 Soft, dark brown, moist, clay with plant and grass roots (organic clay) Firm to stiff, brownish to red, clay with some silt and plant roots at the top L-eoefn, Sample D- disturbed H-Block Pl-plaKlc bicllkx) PZ-pUitfc b> lZ5kt) Qu"l JpcoHflned thrnprf st slrtf rh In kgfcm Pl-Pllslfcrindei EProject: Site: Pit No: Arjo- Dedcssa irrigation Feaisibilty Study Borrow (Dandansa site) DhBTPS Dcpth(m): 125 GWL(mitl): Eastingfm): North iag(m): Elvev'tion(ro) Nil 249795 940139 1411 Depth 0.20 Graphic symbol Soil Description_______________ Sample type Remar + Dark brown moist day with plant v and g i ass roots (organic day) + + — + + + 4- - + + Firm to stiff, brownish to red clay with some silt + Dense, reddish brown sandy Gravel derived from weathered BASALT Slinpk IX 4ltltrM H Bfeck Pl -fih'iic b»r12 kti PL-phtflc tM-sCJSkgJ L’nconflBeti enrnpreiiltc a-1* sirttrh in kj/cm >5 jfl*Plxihc ifidti Sod Symbol 126Project; Aijo- Dcdcssa Irrigation Feaisibilty Study Si te: Borrow (Dandansa site) Pit No: DhBTP6 Depth(m): 1.80 GWL(inasl): Nil Easting(m): 249869 NorthingCm): 939994 Elvevdon(m) 1407 Depth mo© 0 Graphic symbol Soil Description Sample Remar —*--- ■«, ». ■ -S -of ■t, dr ■ar_ k brown, moist, day with — y plant and grass roots (organic clay) r i '------------- - ----------- -------------- t_-_ + -+- Stiff, brownish to red clay with some silt and plant roots at the top Dense, reddish brown sandy Gravel derived from weathered BASALT Sample 0- ditlur bed H-fitafc F l.-plnlir tiijf J kti FZ'pUrtrac hajjl I'ikx IProject: Arjo- Dcdcssa Lmgatioc Feaisibilty Study Site: Borrow (Dandaosa site) PIC Mo: DhBTP? Depth(ni): 1.90 GWL(masI): Easting(m): Northing(m): Elvevtion(m) Nil 249884 939714 1402 Depth Ito) Graphic symbol Soil Description___________ _ Sample type Remark n.an + Soft, dark brown moist clay with plant ind roots (urginJc clay) 4 4 + 4 Firm to stiff, brownish Lo red clay with so me silt U Sample I> disurbed rc.piiiiR b-riikti PS-pluNc bigtZSk^ IneanfiMed camprcssHt xx ia kg/erra lift WUitfc mi dci II Symbol 1 2BProject; Site: Pit No: Arjo- Dcdcssa Irrigation Fcaisibitty Study Borrow (Dandansa site) DhBTPft Deptb(m): 1,00 GWLfmast): Easting(m): Northing(m): Eivevtion(m) Nil 249 93 6 939531 1393 Depth Graphic symbol Soil Description________________ Sample type Remark 0.20 + ^00 Soft, dark brown moist clay with plant and gran roots (organic day) Stiff, brownish to red clay with some silt and grass roots at the tup Slnptr t>- llllUfbtd Fl Block Pl -phsrlc b-r(IU i x PZ-pLurie b*g(I$kg.| <?■* t."nronfined c«frtprnsi>e Ftrfgth Hi kfc'cai P|*Fl8i<k Indei SS-Soll Symfadt 129^Project: Atjo- Dedessa Irrigation Site: Pit No: FeaisibiJty Study Borrow (Dandansa site) DhBTPlO GWL^masI): Eastlng(m): NorthlngCm): Nil 249344 939493 Drpth(m): 1.90 Elvevti on(ra) 1391 Depth 1/4 W Graphic symbol Soil Description Sample type Remark -- » W «— LLxU n rtzS Soft, dark brown moist day with i plant and grass roots (organic clay) — ■4£_ _|_ +_ [+>_• «- + - 4rW + + + -+ + Stiff, brownish to red, clay with some plant and grass roots at the top ■Project: Aijd- Dedcssa Irrigation Feaisibilty Study Borrow (Danduisa sit GWL(maJl): Easdug(m); Nil Site: Fit No: Depth(nj): e) 249243 DhBTPll Noi-tbiag(m): 2.10 Graphic symbol Elvevti&nfm) 939670 1385 Depth Soil Description Sam Remark ple '+ -£Re + Soft; dirk brown jnoiyt day with some plant and gras* rooti -K + -+ Firm to brownish to red, day with some sift and plant roots at the top ^simple D- JipIvr be^J JI-U|A«k J'l plairta buEflkg) fl pJauk k-f[J5kt) fJu-*IJnr*nilnrJ rpntprrt.d krrejih In k^'rih f J-PInjilr Uli f-i' *&'5cl)S wW r £ L32Projwl; Site: Pit No: Aljo- rWcm tmgation Feaiubdry Studv borrow i r>4ixhns4 file) DhBTPIl Depihira): I 75 GWUcnol}: Eudn^m): North tatfm): ElveYtlon(m) Nil 249159 9394SS JW Depth '.'bio© -<k2O Graphic symbol Soil Description Sample Remark Soft, dirk brow* matat city with pilot and jrw r«ti - Firm to itifT, brownhh to red. clay with wme lilt md plant root! at the top ’•■■■ph Lv JhlaitHd H MmIi PIpkMk^Ei^ii FC pkllM h-ijU'Lg’i 1J«-l iftaflad ■nhVfp-niiif UTrfliiiB Lf <n FI-PUktH udri StbUmJ 1.1JSice: Pit No: Depth(m): Depth Apo- Oedessa ]rn$atM»n tcaisibilty Study EIoitqw (Marbo sue) MBTPI 1 70 GWUmasJ): Eastinglm): Northing(m): Ebevtfon(m) 250341 «®1W 1370 Graphic symbol Soil Description Sample 4* Firm to stifT, brownish 1.4G to red. moist (at the top) clay with some silt Dense, reddish brown (with black spots of weathered BASALT) silty sandy gravel faderai Sarnpk D (hkCMfbcd II Block FlpUstK bi^t-kgl 1*2 platlk b«^2 Msfcl f nmrT„L|h< ■*ttA h kt IW1 > ri-PLi.vnc- iftiiri, - y v I .14Praject A rjo- Dcdessa Irrigation Feaisibilty Study Site; Borrow (Maribo site) Pit No: MBTP1 Depth(m): 1.45 GWl(mailk Nit Eastingfm): 150538 Northhig(m): 93817 [ ENevtion(m) 1377 Depth Woo Graphic symbol Soil Description Sample Remark * *■ W 1 v.xu 1,45 \ \ y + > \-ts!' \<ix X-P X X-pd ' Soft, brijwq organic thy with grass and plant root Dense, yellowish brown silty jandy gravel with boulders of BASALT Sample D- dhrurbrd H-Block PI plastic bagilkgj n-piMhcw fc Project: Ago- Drd«$a Irrigation Fea isibilty Study Site; Borrow (Maribo site) GWL(masl): Nil Eaadng(m): 250547 Nortliing(in): 93S043 Pit No; MBTP3 Depch(m): 1.50 Elvcvtioa(m) 1376 Depth Graphic) Soil symbol Description Sampte[Remark type b_- + Soft, brown organic clay with griss and plant root Firm to stifT, brow n uh to red, moijt (at the top) clay with some silt Simple D- dhiuehrd H-Blort PL-pbdtic bigtZkgj Phplflitie b*£llSk[$ (Jii-1. neon fine di <Mnpmjjve slrefrh in kt-'cw PHPlijfic Indei Sywibol ' 136Project: Arjo- Dtdcssa Irrigation Fcaisibilty Study Site: Borrow ( Mari bo site) Pit No: MBTP4 GWLfroaiJ): Mil E*$tLng(in): 2504 Nortbing(m): 93795 Elvcvtioo(m) 1364 13 1 Deptb(m): ],70 5 symbol Soil Descript Remark ion Sample type ■i- Sof t, brown organic clay with grus and plant root ■ -_+ +- B + +- + Firm to stiff, brownish to red, moist (at lhe top) clay with some silt « I h D- dnturtMd H-Blwfc cftHnpreiflvr !■ kftrizm L Pl-plaitic bagl.Ikgj Ftl ■ P’laitie I ndtr1! f'i-pljsrk biEl.ISkzl SS-SoH S}fnb*l 157Project: Site: Pit No: Arjo- Dedessa Irrigation. Feairibilty Study Borrow (Mari bo site) MBTP5 Depth(m); 2,40 GWL(masl): Easting(m): Northing(m): Elvevtion(m) Nil 250669 937970 1367 Depth Graphic symbol Soil Description Sample type Remark T Soft, brown organic clay with grass and plant root Firm to stiff, brownish to red, moist (at (he top) clay with some silt and with some plant root at the top 7 1.70 +xk- - +-- x 'I \O\ps? Dense, reddish brown silty sandy gravel (weathered BASALT) Suenp4r l>- diiliir fa rd II-BImU Fi phnk b>Kilkr) Fl'pLinte ' Qu’-Untinfined MnjprtMlvr Sjl\ lirrxlh in k^'cTTl ju I* PI " Plfcutk Ifiliri <5 I S£«taj|i Symbol Ji 38T- ■ Project: Afjo- Dedessa Irrigation L« Feaisibilty Study GWL(masl): Site: Borrow Pit No: MBTP6 (Maribo site) Eajting(m): Nort hing(m): Depth(ni): 2.20 Elvevtion(m): Nil 250190 937940 1373 k m Depth Graphic Soil Description Sample Remarl L. “ symbol -- T 4- 4 0.15 ■-- 7 T* " Soft, brown organic day with grass and plant root + + + + + Firm to stifT, brownish to re d, moist day with some silt i. Sample Q- disturbed 11 Block P1 • plat Be tugi Ik £| Qw“l'nc*nrtnr<j comprniAt firtctb in kflcm Pl-PI*ific indei SS-Snil SjHitxsI * LMProject; Ago- Dedessa Irrigation Feiisibilty Study GWL(masl): Nil Site: Brorow ( Mari t>0 Site) E <to (m): 2500M Pit No: MBTP7 Deptb(m): 1.30 M6 Nortbingfm): Bl Elvevtio (m) 1357 n Depth Graphic symbol c Soil Description Sample type Remark 4- a +±+ Firm to stiff, brownish to red, moist (at the top) day with some rih and plant root at the top ‘ 0.70 lr3O| X £ 9X T<! V s7 Drnse, reddish brown silty sandy gravel (weathered BASALT)r Fr«|frl <*■ ’■► I IMmw F«w*h'lY <h»h \JjriNi trtei n,s, nap'hi*" Mmr. , ,„ (ffWUw * WH i '--..*-«i- ■ -■ Mmta-... «• ---------- ------------------ ---- -__________ — ---------- ~ ----------- -■*—-- ---------=------- --------- ■! r F>rp«b - ‘ WOQ-F» - Gr »phk Xnit [>*i4ripthin Lil! I w* F * * -I * O JO v <v J *-*l I>*4W« trfiMH* lav HW pw 7**. * 1 ►— * Ml > ► 1 -LtlfT rtr ■»■ Mt. vMMI !<t mmw <*»■ uwt fhtnt * 1 t bFbfV M *4 up -< jk i • I l •*». . j ia • ♦ 1 I ***** WM fl to I a f^V*« if 4-*u| < % 1 1 i | 1 .1* 4*4 * - •! ♦ -Jk-4 4 fl « « ■fr >< O k k- ---------* - 4 Fk W Uofldf J -’**<] fK«S J'}Project; Site: Pit No; Aijo- Dedes sa Irrigation Feaisibilty Study Borrow (Maribo site) MBTF9 ~1 Depth(m): 2.70 GWLfniasI}: Easting(m): Northlng(m): Elvevtion(m) Nil 250154 938202 1358 Depth (m) rxn r V.UG — rt ■< r- Graphic symbol Soil Description Sample type Remark /*__ * _T __ H : 'U» *%> xjp»' —i- -+H 4 Soft, brown organic day with grass i and plant root 4- — + - +~- _ 4- - + - -4- — Firm to stiff, brownish to red, day with some silt and plant roots at the top r1 180 X t^xt Dense, reddish brown (with black spots or weathered BASALT) silty sandy gravel 2.70. S-lnipIr D- rikiCMibed H Block PI-pluGk b>El ] kti PZ-pJattiC bagl'15k|J ? A 7 ’* co<npfrtiivc ^r\"y \ XT VG * 1 Pt-PUlfc IlHkl in kt-Cfth ’'PfX / gj " \ *zX.------- > -?/--------------------------------------- -------- 142Project: Site: Pit No: Aijo- Dedessa Irrigation Feai&ibklty Study Borrow (Maribo site) MBTP10 Depth(m): 2.20 Depth Graphic JZE.bQl . GWT^masl): Eisting(m): Northing(m): Elvevtion(m) rai 250171 938227 1366 SoU Description Sample Remark -0.10 TF Soft, brown organic clay with grast and plant root +- 4- + Firm tosfin; hrownhh faj red, inoiit [At the top) day wilt some silt and plant mots al the top ?4dera/ Simple l> diicu^wii ll.firm;! Fl-plastic bafflkfl F' plAStM hi|;|25h}{^ 7 Qu-nrd compressix strejiS in kg.'cni Pl-Pbitk Mitin Symbol L-nProject: Ago Odessa Imgation Feaisibilty Study Site: Borrow (Ate) Pit No; ATEBTP1 Dep th (m): l .iO Depth O|j|op Graphic symbol Soil Description CWL(masi); Nil Eittingfra): 144331 Nortbing(m): 9351 SO EJvtYtionfm); [415 Sample typc ------- A OC . L1 , ]L£L a as. ^TY'x \ Soft, brown light in weight, silty CLAY with graw root! Firm to stiff, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT L Sampk D- disturbed H-Bloek Pl-plastic bag^kg) P2-pl>j<ir bi|t(25kjt> Ou-llncijiifined c^mpirM-kjve Eglli la fcg/cm Fl-PHHk insdei SS-S<ilj| Symbol 144Project; Aijfl- Dcdcssa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEB TPl Deptb(ui): 1.10 GWL(masl):: Nil Eastingtm): 1445®! Northiug(ni): 935LMU Elvevtjon(m): 1415 Depth W.00 0.25 Graphic symbol 7.. ... _ik I l.ia Soil Description____________ Soft, brawn Light La weight, silty CLAY with grau root* Firm to stiff, red. dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample ±i££ Rema n. J FT ShBIpl* D- diittvrbrd R-filOrii H-plUik b3®| 2k() Fl-pliilfc ta RlJSksJ Qwi ififijnf n«^l «nr<ipreasiv? ttre-gib bn PI"PI±ii|c indti SS-Soil Symbol ]44iProject: Ago- Dedessa Irrigation Feaisibitty Study Site: Borrow (Ate) Pit No: ATEB TP2 Depth(m): LIO GWLfmasI): Nil Easting(m): 244344 North£ng(m): 935313 EKevtion(m): 1421 Depth Graphic symbol _ 'AC L Soil Description___________ Soft, brown light in weight, dry, silty CLAY with grass roots Finn to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample type Remar Sainpk [> dururbed HiMk f’l-plulk FZ-ptatk bi[(i5L[) 'Qc”! fit. iimfrn rd ecirnpr-r-Liiv? ’♦refib fo kg em P["Plasfk- inrtf x SS-Snlli Symbol 145Project; Arfo- Dedessa Irrigation Ftais j bi J ty Study Sitei Be rro* (Ate) Pit No: ATEBTP3 Depthfm): 2*30 GWL(masI): Nil Easting(m): 244 256 Northing(m): 935439 Elvevtion(m): 1416 Depth (HA) qq Graphic symbol tr.xv -w — ■«-? Soil Description___________ Soft, brown light In weight, nicy CLAY with gr*U rooti Firm to stif, red, dry to moist, CLAY with roots Sample type Remar! Denje, reddish brown to grey, gravely SAND (decomposed BASALT SlHripk D- dit-FurlMd H-Blwfc PI-pintle b*|(lk£) F"l-p]ajlkProject; Aijo Dedessa [rngatiuc Feaistbilty Study Site: Borrow (Ale) PltNo: ATEBTP4 Depth(m): 1.00 G raphit symbol GWL(tnssl): Nil EutiDtflD): 244395 North lng(tn): 935567 Ekcvtfcn(m): 1415 Soil Description___________ Sample We Remar Soft, brown Light in weight, silty I CLAY with grm roots Firm to stiff, red, dry to moist, CLAY vritb roots 1.00Project: Arjo- Dedewa Irrigation Feaisibilty Study Sire; Borrow (Ate) Pit Nos ATEB TP4 Depth(m): LOO GWL(id«I): NiJ Easting(m): 244395 North iDgfm): 935567 Elvevijonfm): 1415 Depth Graphic symbol —OrW Soil Description___________ Soft, brown Light in weight, silty CLAY with gr*» roots Firm to stiff, red, dry to moist, CLAY with roots Sample RemarProject: Site: Pit No: Arjo- Dcdessa Irrigation Fcaisibilty Study Borrow (Ate) ATEB TPS Depth(m): 1.00 GWL(fflnl): E«ting(mj: Northing(m): Elvevlion(ni): Nil 244476 935478 1417 Depth Graphic symbol Soil Description____________ Sample Rcmar W.00 •+- - 4 Soft, brown light in weight, silty CLAY with gras* roots 4* Firm to stifTred, dry, CLAY with roots -- -------------- KID ■ ■4 Sampte D- diJlueijeJ Qu-L frccafinFfi cotnpr«tiive ll-BIwk itrtph in kgi'ctn PI -plastic bfrg(Zta£ji PHFlutie Ifidr-i Ji Piplxide bigflSkgj SS-S4I1 Symbol1 Project: Atjo- Dcdessa Irrigation Feaisibihy Study Site: Borrow (Ate) Pit No: ATEBTP7 Depth(m): 2,90 GWL(masl): Nil Eudng(m): 244545 Narthing(m): 935192 Elvevtfon(m): 1409 Depth Graphic symbol Soil Description Sample Remark JVge ,s . ■! Soft, brown light hi weight, silty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots a-* Dense, reddish brown to grey, gravely SAND (decomposed BASALT SaHrpIc D- dillvrbcd li-Sfcrtk, 1‘U'pkaitX b*p;lk|J ISOProject: Site: Pit No: Ago- Dcdcssa Irrigation Feaisibilty Study Borrow (Ate) ATEB TPS GWL(masl): Eastin g(m): Nil 244158 Depth(m): I.SO Northing(m): 935280 Elvevtion(m): 1426 Depth WtOO Graphic symbol Soil Description____________ Soft, brown light in wefght, silty CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT Sample type Re ma i Si*nplr &■ dLtlortbrd H-Btaik P1-plMt1r ba£42ku Pl-plfekfir baEUSkcl- Qij’^t'nC'in'fin Cui T<ipn^iFr ii|¥c ! ■crctih Jn kg.,'em PE-FIabfIc [ndti \X»5aj| SjTnlMit 151I Project.' AijO’ Dedcssa IrrigatKin Feaisibilty Study Site: Bonow (Ale) Pit No: ATEB TPS Depth(m): J .80 Depth Graphic symbol Soil Description GWL(mul). Nil Easting(m): 244158 NorthlnE(iD): 935280 Elvevtibd(m): 1426 Sample Remark type Soft, brown light in weight, silty CLAY with griss roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown ip grey, gravely SAND (decomposed BASALT Simple P- difelvrM H.&lwk Pi-piiFM bifCikt’ PZ-ptark b?El 2 Mtr* Qu-l‘nex>nfl4ird cnfciprMiHr |« hj-cm Pl-Plutie Iftki 151Fe*itiMfy Sfutb HumwrAdel Pll S*' uritrn DtffbJaiL I K) GWl 4 ■»**!) NB rMdstfat): :*4*H (Nr^a): |4»J J J J 1 I I Project: Arjo- Dedessa irrigation Fcaisibiity Study Site: Borrow (Ate) Pit No: ATEBTP10 Drpth(m); 1.35 Depth Graphic Soil Description GWUmwl}: Nil Easting(m): 244030 Northlng(m): 935205 ENevticn(ro): 1426 Sample Rem a type ±r2O SoB, brown light in weight, silty CLAY with gm* root* Soft to firm, red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALTProject: Ago- Dedessa Irrigation Feaisibilty Study Site: Borrow (Ate) Pit No: ATEBTP11 Depth(m): 1.80 Depth Graphic Soil Description GWL(mwl): Nil Easting(m): 242700 North tntn): 933750 Eivevtion(ni): 1442 Sample type Rem a Soft, dark brown, light io weight, silty CLAY with grass root* Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed BASALT a icTTT._l.!L^ Slfllpkt IJ- diiiurfird H-Rk»ck Pl-playir h*|Uktl Pl-pUHir batiste) eamprrMlvE *tr*xrh in k^Cm ledrt SS-Sall 154Project: Arjen Dedessa Irrigation FeaisibiJty Study Slier Borrow (Aft) Pit No; ATEBTPil Depth(m): 2.30 GWLfmasI); Nil Ewting(m): 241605 Northing(m): 933566 Elvevtion(m); - Depth Graphic! Woo ■! y snymbol . ‘^i son Description Sample Remark type ■J-- -T ,Tj V_"j Soft, brown light in weight, silty CLAY with grass roots Firm to stiff, red, dry to moist, CLAY with roots Dense, reddish brown Id grey, gravely SAND (decomposed BASALT Simple P- diifurbed II -Block Pl-plistic &jpj2k£l fI-plifric bJgtiikti Q«"U*Cnn fined <aftipr«iKf itrtfth in kfj-'t m PI" Pliirfc fadei 155Project: Site: Pit No: Ajjo- Dedessa Irrigation Feaisibilty Study Borrow (Ate) ATEB TPH Depth(m): 1.20 GWI/masl): EjutiDg(m): Northu)g(m): Ehevtjon(m): NU 242319 933S54 1455 Depth lr feoo —OtSS Graphic symbol Soil Description Sample type Rema i ■+ +■ t- Soft, brown light in weight, silly CLAY with grass roots Firm to stiff red, dry to moist, CLAY with roots Dense, reddish brown to grey, gravely SAND (decomposed Sample D- ilahTur liril HHIOdk Pl p4*idc bjjciktl P 2-pliirir batfl25l£fr VA ■J confined compmitvr > strefifa th ke'em IV Pintle Indri \oli Symbol 156Fr*|rc< Silt RrtfTnw | Atfl Fft So \TFRTPIA Irnftfhxi (*W| ^il Fiirin(fmj: J44T?5 CIvofkflitni 11*4 Depth t'Woo Graphic symbol Soil Description Sample tvpc Remark VH ■9 • . *4T‘ s«nb dark. Iighr in weight. tilry Cl. AV (organ kJ with grata rwh I — m a. n fr* rwnm— 1.00 ; |r sat ™ a. __ _ t ,30 77 “1 - *“ - fc. - - 1 V Srtft lo firm, red* dry. fo t ( l_AV wiih riMir* ■ “1 Ji- H i * ’ 1K. ■a - Ihtflw, vrlluwKh brriwn to x *. rr h \ >v m%- n «. - t s gravely s VM> idti'uinpuwl H vs U 1 V v s' *■ * ' X T"Project: Arjo- Dcdcssa Imgation Feaisftrilty Study Site: Borrow (Ate) Pit No: ATEBTP17 Depth(ra): 1.50 GWL(maxl): Nil Ristin g(m): 245133 NortWng(ra): 935500 EIvevticni(m): 1386 Depth Graphic symbol A OA Soil Description____________ 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 Sample type— Remar *ntr •iAinpli D- disEurtad H-Bkwk PI-pintle b Pl-plutic b*tf.I5k|t) Qii-1J neo n lin Ml HfORipreiiflvf ilrtgili Im kg/cn PI*Plaitic bnrifi SS-Soil Sj-mbol I SaProject: Site: Pit No; Ajjo- Dedessa Irrigation Feaisibilty Study Borrow (Chew) CBTPl Depth(m): 1.00 GWLfniiil): Ealting(m): Norths aE(m): Eivevtionfm): Nil 244204 938980 1357 Depth Graphic symbol ~ h—: Soil Description Sample Remarl type Soft, brown dry, silty CLAY with roots +- Oft Firm, red with few dark spots, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL Sampk D- dLlIUftMd H-ShMk P E -pIlitie lblrfX^h£_l " P’S-ptiitic h>gi^kti tjii" I. ncTin l. rjr-d iornprfj4lW '■rrxih In kj'tm PI ■’Plapcic InJei SS'Soit Symb<.lProject: Arjo- Dtdessa Irrigation Fraiiibiliy Study Site: Bomjw (Chew) Pit No: CBTP3 Depth(m): 2.10 GWL(masI): Nil F.*tring(m): 243815 Norfhing(m): 938861 ElveYtiod(in): t373 Depth Graphic (Rftoo ?mbol Soil Description___________ Soft, brown dry, silty CLAY with Sample Remark rype roots ,< ft |UJJ Z<£< :+-:-z Firm to stiff with few dark spots, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL SiMple D- dh'urbrd IMMk n plifcrtt P2-pLa»tX b«[|2Sk£l eoMpptfith-v luiteh in Endn I tdProject: Aijo- Dedessa Irrigation Fcaisibilty Study Site: Pit No: Depth(m) Borrow (Chew) GWL(mwl)i E«ting(m): Nil 243614 CBTP4 : 3 25 Northing^m): 938802 Elvcvtian{tn): 1386 Depth Graphic symbol Soil Description Sample type , Remar T Soft, brown , dry, silty CLAY with Iu + roots A +- 4- +■- Firm, red,, moist,, silty CLAY + + S-.nni.jilr 11- dikrur t'td \'i QwCftiunflurd cemprrfcjnf ULHlkK — '' ihYi4h in kf .'cai Pl-pUiPk I-Unfit 1nd< i r>piMrir frit(2&g) S-So4l Svhnb nl 162Project: Arjt> Dedessa litigation Feaisibilty Study Site: Borrow (Chew) Pit No: CBTP5 Deptb(m): 1.85 GWL(masl): Nil EutiDg(m): 243555 Northing(jn): 938642 EtvevtJon(m): 1387 Depth 0.20 Graphic symbol Son Description___________ Soft, brown dry, silty CLAY with roots Sample frPe Rema T] IS Firm to stiff, dry, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL 'Sample £?• dururbtd II Block Phplulk PJ-plaMk b>((I5kti Qu"tinea nilned comprtliiive KTtftt Im kg/tm PT-Plastic Lndri SS-Sall Symber 163Project; Arjo- Dcdcssa Irrigation Fcaisitiilty Study GWL(masl): Nil Site: Borrow (Chew} Eastingfm): Z437SI Pit No: CBTP6 Dtp th(m): 1.90 Depth Graphic Soil Nortbing(m): 938658 ElvevtioQ(m): 1389 Sample Remark s mbo "b>.oo y » 0.30 Description___________ Soft, brown dry, silly CLAY with organic matter Stiff, red dry, to moist, silty CLAY with roots Dense, grey, gravely SAND sandy GRAVEL type Sanpte D- dLjiijrbrd II Blocli Pl-pfelfc h»itl 2kfcl P7 pluiw bi-tfl&EI , Q«-Ln<fl*fin<d eomprmhc ,i ( itregth in !*] i 55-Soll I fl LU ■ ______________Project: Site; Fir No; Arjo- Odessa 3 m san on Fcajsibilty Study Borrow ^Chcw i CBTF? Dcptb(m): J.00 GW14m*sl); Eastiog(m): North in £(m): Ebevtionfm): NU 243840 938755 1375 Depth 005 erse -1-00 Graphic symbol Soil Description__________ Soft, brown dry. silty CLAY with roots SEifT reddish brown, dry, silty CLAY Sample Re mar fry* Dense, grty, jrivdy SAND sandy GRAVEL Ek JianrM- H Pl -phstw frtp2X(.k Fl-pUttid thi((lSktJ QTt-l. *i!*bfrnrd rompm>h< trrrjih iti kj. era •is-Swl SyraM 165I pro/retr Arj» Dtikm Imptwri FejijrbiJry Srudy She: Borrow (Chew) Ph No: CHIPS Depth(ftl): 1.80 GWL^.slj: EastinftrnK NorthJoffmJt EKrvtlon(ni); 5i) HJ9M 9JM20 IJ7S Depth Graphic 0,4QE-^_+ Soil Description Sample Remark SoA, brown dry. lilry CLAY with roots SdlT. reddish brown, dry, silty CLAY Deme, brownish jjrey, graxly sand san d y gra vel 'Jinpfr H- dl>lM<M 11 Blxl pi>iiiOc bvtfiw P2 plaint Qu-L fMipmihr urrclh n 4 I'm N-MiulcHvt H-f.I 1 I Project: Site; Pit No: Ago- Dedessa [rrigatiot] Fcaisi bilty Study Borrow (Chew) CBTP9 GWIXmwi): EMting(m): NorthiD£(ra): Elvtvtion(m): Nil 243448 938792 1371 Depth(m):3,00 Remark 1 Depth —0*049 Graphic symbol Soil Description___________ Sample typg_ Soft, brown dry, silty CLAY with + + Stiff, reddish brown, dry, silty CLAY Dense, brownish grey, gravely SAND sandy GRAVEL Sample D ■ dlsiarbf d HWxk ri-piutk htiikcj Pi pbstk Q«-Unc**n3*d r*mpdtntre _ . ( ffHflfc in '■ Fr*F1ntk iftdei I S5“S*II Symbol 7 "" "" 167Project: Arjo- Dedessa ImgatioD Ftlisibity Study Site: Spillway Pit No: SPTP2 Deptb(m):4.00 GWUonil): Eastin£{rn)t Nori hi o g(tn)S Ehftvtion(iii)t Nil 242447 941841 1378 Graphic symbol Soil Description Sample Remark + + — -+■ _«-Z: ± -- —- -2«-“ Soft, dark, ripld?ive siity CLAY Dense yellowish to grey, friable, sandy CRAVEL (decomposed [rnchy BASALT) Simple D disturbed H-RIikI Pl-plittic bigdkgl P2 plnHc bagl JMlcf >» JfluF-U.wnfiBrtl T" CAnap rmd¥t - * ttftgUb InJkg.i'einTHE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DE DESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Pari II - Appendices Appendix £: Laboratory Test Results May 2Uir WATER WORKS DESIGN & SUPERVISION ENTERPRISE IM USSICilTlIMWITM IKHRCSMTIMlNfll COMSULTAHTSflND irmOt ' ■ FO Bq< 256 XJdit Ab<b<j EihlAipia r s I 11 6 4 JI S S'VU F ,i a i I ? 51 ■ I 6 11 5 5" I E >ui I w tr 'd Ee 'ocin* p-ri ci Te ! 2 a<ja^ Materials Testing 4 goiiBdation Ihrssdgutian OeparttfeM S 40036 420800, 423366. 420616. 420601 FAX (251-1> 420153, PROJECT bF T$-074/98 FINAL LABORATORY TEST RESULT REPORT Project ArjoDedessa Irrigation. Feasibility Study Client Ministry of FPater Resources Location > Arfa-Dedessa Plain /I eidr’s ztba b# ;V&vember 20CJ6 r r ■-Vt ’ JI. uq^. S-7.: *<_> - B—" = N^Mxr^ sJ <_ L ■= 3 L 7 .8 sa SH E ■I 9 2 JT3 3 I !?iS RiS R fi K E E !R ER i 1 I c 5 kJU L = 3 i I i 3 i tsx s E'SjS'jrs $ s's 3.3 3I1|E S|» J 'fII 1 c 5 t 'S d - = 2 r & > K 5,3.3 t <4 j£ V 4 E U fc. E ■ tJ H1 k IbJ1Ib 3 Rock Samples hl1 L Kilian ■:■■’ Etoft holt Dtf*ln (mJ Pcraifty tfnll wr^i-i! 1 1 HVrti ] Wplar SpKint Prtlril kud uci AtM*ilan Qfgsnk: Ihiil ffthjltt i > tfr-lUIFlIUK LM J MU Di.F |M7r>2| r*i C*b SID “•*•"1 1 Lorti M 6t49 ■ if T R.DtwvIt* I 1 fl’Ji | I I..I I I VJ 3K >42 2 A131 ■■■ I? rm TMT SU> i ADI H-.54I3T& ■ILA 92H JHK 4 Al J 1 ..' 16 17 11 470 172 i MW □ id r AD2 ] I Ad bi i>.■ ■ Ji. MB 2*JM e flirJ 16 I" JfeJia 6U TK 13177 - T ADI 2J 30 23 -jU 0J4 AM H?» 4 14 ALU 25 25 2S.il M? 4*2 222J» 9 AJP7 36 65 16 MJ ? 20 >I1?O * id ADJ kJ SS 1 3 LB 9?0 ■W 27542 n ADl 11 M 22.13 6/7 _ 570 Kill 17 ALU J-1 jo 74 *JU H5S 'W MIJ.t 2 14 n ALU J 3 W 27 7-1 JO3 21 M3 ii ADJ m Ta'jb.lO 921 4 TG 7Tfr*Ml r5 A1H 11 IQ 15 Mfr * 15264 + in AIM IT IS b7 3> *Tt 7M jfluJl 17 AIM IO4KJ Id SU W 21013 it AlM 21 M 47 1L4J4j s ALM TJ 57 2? 75 M522U J 24 TO Alto 21 50 21 6-3 632 MO 261*" 21 ADS it:■> la &j 6*0 .’Jt JVElh ■ 72 ADA 3+ 2Q 34 65 T4I.I Wd JJS4& ?J ADS 40 7S 40 W W Ml 204 Ju 74 AM 41 Ifi «l 33 713 «4 AUS J9 4Q im Ml MH ?21 jtu'b 1 W ADS .in 11(1 in DB 1 I2U >32 blJ42 2 26 Al to I 111 ?fi 16 92 2*136 .- AJtol totiU 16 7* *36 724 2JJ4D .j Aitot 22 TO 2 3 4 3 rn 16 M ADS 2 20 10 2U D 7 64JS6 21 AUU 2U- 40 J!> 67 bJ6? to 24 S4l36 12 CRQ l/S 4 74 7?K 1 ?6 2 ?i 32 2■H LL DWJ 172 3M irw t2* 7?? 31 241 Imiw t? Omc XXh’KK and Ihfc hr Atvriirn Av^hi (Mt MMW.OiPHJj. Na Dat» Sample ID' t *0*™____ I ------ L P.0, Box JW30 Th JZg&lfi-LiHOl FAX <251-1) 4i01 M MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT pjoftcE Arjo Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo • Dedessa Description: Red to brown silty cley TPfSH ath tpi Depth (m) 0-25-0.85 5RAJN SIZE DISTRI&UTIOM [specific flnvfty J va __________________ _ ________________ ____ _____________________ __________________ ___ ____ , Gtttte Gravel Size Sand Size Fine Grained F*e "WM [ Mw-vni [ $* "] dev 34e|W.0*P-T^- Dele Tfa-tfi/se wwe l&wno* ID:...L Gd-6%SIO F 8M 40036 Tf|, 42Cft1fi^20flO1 FAXj‘25M)42 01 53 MATERTALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OepARTEMENT project Arj-o - Deessa Irrigation Feasibility stvdy Client MnWy Of Water Res ourc as LdBCXfon: Arja - Owfassa Daacriprlon: Red to brown sirty ctay _________________________ GRAJN flag DrSTflrgtlTTQN Specific ijraviry TPBH *T»f * D<ptn fm| fl J0-0.9 Gravel Size S wJ Size Fin* Grained Coi>K [4*0UTIJ Frtt Cora L«wu**j ^nt S< S-2* Clay 5*za , ki i"x, i ii 1 , ||| 1 JIlibH h1'' rr |r I1'l1l 11 I H ill'1' ] -------------------------------------------- ii 11 iii 'll . j 1 1 1 11J 1 11 1 -------------------- ■■■ ■ ■ 'JI II 1' 1 1|' i in ijlji'i 1 1 i 11 1 I*1 iljj 1 |!'|l |jj ll'lf 1 1 ' 'll'J 1 1 1 III’ 1 1. ' 1 1 II i ]' , >1 lii'H. I! 1 I [p ■ 1III I1I [ill ll 1 Grafti Sii* (miri Tasted by: Ts»qe Te-ka Date : C-hecAed by: Abraftjffl.Assgfa Date: 9/fOfla4l <®sd i[U W.QiPrgj Na □ate Sample 'D Tw^-a GiA-Wlfl ■ — ■■»■■■■■ ■ a——a^i.r- b "-xiffb->«£l P-O±l flltej™ ™a< n P.O. Box 44034 TbI. 42M1S-42U&D1 FAX |2S1-1) <2 01 53 MATERIALS TESTINC DEPARTMENT AND FGUNDAT?DN INVESTIGATION DEPARTEMENT project Arjo - Ot-essa Jnlgjiron Feasibility study Client Mfnlatry Of Watrf RM0tHC» Location: AlfO ■ a*d*i4a Description: Rj>d to brown silly Clay TP'BH AFO TP l &tp!h (m) 0.20-2.- gfiAiH 5121= DISTRIBUTION 'SobcIAc gravity U> _ Gravel Size Sand Size GOVS* | V’-iznj f.-« 'tana I WhJjw“> [ F *■* X[ ij « 11’ 11■ Grain- Sizo rm«ri i Tested by: Date : Checked by: DM*: T jiqa- TekJ ytWM Abrjham As^n-fj frioaaz coa Z“’-------------- (k *■ - W.Oi'Prfj. No Date | Sample ID' I ii -3 - ~u *£■ "™ P-0. B0Jt 40036 Tel. 420615-420601 FAX |25Vl)« 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Fe«ibitity study Client Ministry CM Water ReMtirces Lpcvltofl: Arjo - Dfrdessa Description: Rgd to brown 5ilty ofay TP/BH Depth (mJ A TH TP 0.3-1.3 GRAIN SIZE DISTRIBUTION SMCife gravity ■ TeeUtf by: Daie : Checked by: □ate; Tsiqe Teka 3/1QW Abraham Assefa g/iojga «c*4 ’rt ■ rW r J*» c. -».uw K» ■* 2« ‘"■MV “.a !_' Fl - *00Jii Til FAX J5I-.M « HI 1J W*A TEJUALJ fgSTlNO ,3 F PARfM-EMT AND FOUNDATION iPftESTICkAnON DEPARTEMENT (KOfKI Client Lacerikm Dw*cr*pl»o*! Arjo - Oh«14 'rrigjticn FiaubiUty itady Wlni*rrv Of Wtltr Qiiourcii Ar|o - DwtatiJ Bid 10 frftwn g-Jhw cLj-y *’• *» I Difirh ™ i 3 JO’3 K __________ __ .. ORMtltt d«TjjlO'JriQf1 JpecWk jrw<j J *■* — I•-’-F r -I *“ ■*■' -'! - 1 [ -1,^, 1m. I Ijnd 1<i< * <14 jrjiitid L 7«* Hrt \ • • \ Vi *gr— £ : A m U b- * *& R * M 111* ’fl-.PU r r«»r«d b/ ha- i-j □ji* *ppniv«j tai« >*Li*d fry ZldtaW.QJFfOj. Na Date [Sarr-pte ID- I T6-4ff*194 3i-6--9i?HL3 P .0. Box 4JJ036 T»I. 42061fl-IJOWI FAX (251 -1J 42 01 S3 MATERIALS TESTING DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTEMENT pfQjfrtt Client Location: OlSCfipLion; Arjo - Dcessa Irrigation Feasibility study Ministry C-f Water Resources Arjo - Dedwji Brown silty clay with little sand TPjBH atbtwu Depth (ml 0.10 -1.30 _____________________ ____ GRAIN SIZE DISTRIBUTION [specific gravity Ms ~ Gravel Size Sand Size Fine Grained [vjiiun | <tn* [ ‘lAeoum | FifM in im Ctey S jb Tested by: Date : Checked by: Date: friber g/to^a Abraoam Assete i3Jiq;gaW.OjProj. Ng Cate | Sample iD | P 0. Box 4M36 Til. 42061 &*42C«O1 FAX |Z51 -1} *2 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arja - D«s$a Irrigation Feasibility study Chant Ministry Of Water Resources Location: Arjo - Oedcssa Description: Red so brown silty eJay with little sand TP/0H A Oeplh (mJ 0 GRAIN SIZE DISTRIBUTION ■Specific gravity I i« Gravel Sue Sand Sri* ::a<14 j ‘ ■ ! . ■• | ■ Ccm J VrsH>- [ r Gram Sue |mm| Testae# by Dale : Checked by: Date: Giro work ttJaer 9TW25 Abraham Ay.saja 13/10/98 Approved Date *V-._____________ __W.Of'P^i No Dace TMW 3KMWe JSemole ID: □s 4'W‘f P.O. Box 4&D36 Tel. 42QC16-420601 FAX |251-1}42 HI 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Dees as Irrigation Feasibility study ClltnE Ministry OF Water Resources Location: Arjo - Dedessa Description: Red to brown silty ctay with Sams sand TP.-BH Depth |mi GHB TP 0.1 - 0. _____________ _ Specific gravity j 3 71 I GRAIN SIZE DISTRIBUTION Grave? Size Sand Size Fine Grained ]MOuf:j Fi-e I Mrqlrj-h [ r r* S*Ste» | CiyS^i iqo io T cai oooi Grate Size (mm}[W.Oi'Proi. Nq Daw Tfl-0 sow | Sample 10: G*-&! •("■mrismi ,! imiBrniir ei^.n gjg.||U^Mi. m-i ninm, usuaurr-i 'imui P.O, Box 40G3fi Ttlr 429616-420601 FAX <251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Cltairt Location; DwcrlptlOfl I Arjo -Deessa Irrigation Feasibility itudy Ministry OF Water Resources Arp - Dedossa Red to brown s ilty clay GBAJIL^E^^TRgaMllCiN TPfBH cub Depth (m) 0,3 ■ (specific gravity | *T1 ] Cott*- Gravid Size Sand Size Fine Grained Cmvm | M>ckurn | »ne c LiZtfMi | VnJrj- | F 5*:i i « | CUty S*ih u ------------------------------------------— ------- "“'V - Grain Sic® |mm|i T»ttd by: Glrma Mangesha Dace i 9^10/50 Checkod by' Abraham Assets Date: i3JiomW.CWPrOp. NO 18 Date____________ M |Sample IQ: f P.O. Box 40035 Tel. 42M1SM2M01 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION rNVESTlGATTON DEPARTEMENT project CJIenl Location; DsscnpMon: _____ Arfa - Deas a a Irrigation Feasibility study Ministry Of Water Resources Arjo - Oecfessa Red to brown silty eJay _____________ GRAIN-SIZE DISTRIBUTION TPfBH CHI Depth (mJ 0.25 [Specific gravity j *■?*_________ 1 Gravel Size Sand Size Fine GfJlned C-OkMa pM r. ..rn | F r# ■"di'l* ] V»*uTH | F.nf 5‘l| | CL*y &£* Grain Size [mm| Tesled by: Date : Girma Menges ha 3.'T0.‘9B Checked by; Abraham As seta Dale: 13/IQjSSjW.OjPnoj. No TM74?! Date I Sample ID: P.O. Box 4003$ Tel. 420616-420601 FAX [251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OEPARTEMENT project Client Arjo - Deessa Irrigation Feasibility study Ministry Of Water Resources location: Arjo - Dedessa Description; Red to brown silty clay with little sand TPi'BH Depth GHB IF 0.2 -1.1 =- ■ GRAIN, $gg pigTRlBQTtON Specific gravity I**W.O^Pruj- Na T6J Date Sample ID: Jfcf P.O. Bqm 1OT-36 TeJ. 4J0515-42QW1 FAX {251-1} 42 01 5J MATERIALS TESTING DEPARTMENT ANO FCUNOATIQN INVESTIGATION DEPARTEMENT prefect Arjo ■ D&essa Irrigation Feasibility study Client Ministry Of Water Resource* location: Arjo - Dcdassa Oestriirficwi: Red to brown jirty clay with little sand __________ _ ____________ _GRajn SraE.Di$LRJ.PJgjQN TP/BH CHH Depth (ml a3 -■ Specific gravity L 137 “] C*bb» Gravel $xi* j f -* Sand Sil* Fine Grained | MK’-i’ | p lM 5 J 1>z.e | Clay S ie Gram Size (mm| Tested by: Cat* i Cheeked by: Gi/ffia Mengasha Abraham Assate Dale:W .QjPrdj. No W-0T4 Date io™i *-■ itj iiwt xnei ■.'WHarni.TYTiiiN rias.iMJ “rur» [Sama* IO' Ci-S'W, P 0 Box 4M3S Tei. *20616-120601 FAX (231-1)42 0t 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVE5TIGA7FDN DEPARTEMENT project Client LocatJon; DHscripUon: Arjo - D&essa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedess a Red to brown silty clay with tittle sand TPffiH c«h tf Depth (mJ 0.4 - 1 ________________ r____________ ISpeclAc gravity IT* GRAIN Sg£ piS.rH| ^QN B ■"eceite. Gravel Size Sand Size Fine Grained CuarM I 'A"i.m | F Z-jJIQ* | Vmiu-. [ f r< S«< Sum Or-Swa Grai n Size (mm] Tits led by: G>ime Mengesha i date : Cheeked by: Abraham Assefa Date: WO®4 iu W CvPrq. NO T&- DsEv JO j'Sampi* iD Gl-s y—a J •fa'ari P.O. Bdk 40034 Tel. 420611M206D1 FAX (251-1) 42 Of M MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT projeci ClMfrt Loeilicn: Description: Arjo - Deesaa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown sirty cfay with rlttle sand GRAIN SIZE DISTRIBUTION TPJBH Oeplh {mJ €Ht 0.2 [Specific gravity | *-ts Gravel size Sand Size Fine Grained Qivm [Moru»p| "r-* Gaane | Mw-ufl | F-m { Sbi $m:e Clay S<e Tested by: Glrma Menqesha Date ; 9/15^3 Checked by: Abraham Assefa Date: 13KOTMW O^Proj. NO TM7* [Daw ____________ M'W [Sa/npie'ib: I G*-6^a< P.O. Box 40036 Tel. 420016-420601 FAX (251-1} 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION rNVESTIGATlON DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Location: Arjo - Dedessa Description: Red to brown glity clay with Tittle sand TP/BH DepUi |m| DH8TT 1.70 —________ _ Specific gravity IM fflWJ PBS P!STaigyTiQN Tested by: Date : Checked by: Date;W l>Prcj NO Dala TW ccyj | Simple ID! 1 Gir-i ■I — WA. U«1 X Ml ■>*—t r-^ —I—— ■ ■■■■ ! *MF-e" — P D. Boi WJ36 T<|. 42011U20M1 FAX |23l.1» 42 01 53 MATERIALS TESTING DEPARTMENT AND fQUNDATKJN INVESTIGATION DEPARTEMENT A/jo - Odessa Irrigation Feasibility study CJfHlt Localwrar Descnptwn: Ministry Of Water Resources Arjo ■ DeCessa Red to brown silty clay with I'rttie sand TPOH Cui Depth |m) U® ________________ ___________ GRA1X SIZE DtSTRIBimON Specific gravity 1 IW 1 ':«** Gravel Sixt Sane Size Fine Grained : Z-atT-c tAc f" I - ■ * | --t* 5-i3ct livS-ce • T -■r =■ ; “ .“ B n "ested 3y: Dale : Checked by Date: Gize jfgrk *.bgr Ac <3 ham Ass eta Appro’/ed by 4- '' DateW.O/Proj. No T6-0 Dale_____________ wk [Sample ip; I P,o. Box 40036 Tel. 420615-4Z06Q1 FAX {251-1] 42 &1 S3 MATERIALS TESTING DEPARTMENT AMD FOUNDATION INVESTIGATION DEPARTEMENT project Client Location; Description: Arja - Deess-a Irrigation Feasibility study Ministry Of Water Resources Arjo - Detfes-sa Red to browns silly clay wish some sand GRAIN, SIZE DISTRIBUTION TP’BH Depth |m} □hB Z Tested by: G<ze work idber Date : 9/101998 Checked by: Abraham Assefj Date: 13/10/93 «■iW.Oi'Pj-Oy Nip Pate 'C- Sfl ISamp^iQ: | C*j P.O. flqx 40D3A Tel. 42C6l«-*MSOT FAX |231‘1>42 01 53 MATER/ALS TE S T1WG 0 ePAt=ZTMENT AND foundation investigation departement prpjrci CtfiiHl Arjo - Oeessa Irrigation Feasibility study Ministry or Water Resources LocwlfM: Arjo • Dedessa Red to brown silty clay TP/HH Depth (ml GRAIN Sg£ JJSTRrBllTIQN Specific ;rav ty CabbJB f Gravel Size r*1-" 1 rfl Send Size Fine Grained ' CcanM | W«um | Fiflf 5-« Size CltvS-ZB Grain Size (mm| Tested by: Dale : Cheeked By Date-* Gize work kiber Abraham Assefa 13/10/98 Approved by : □ aceW O.'Prai- MO Tfi-iP* Date ww Samd« ID: Gl P.O. Qqx <QD345 T*|. 420ft] 8-a2{l«lj1 FAX (251-1J 42 Qi S3 MATERIALS TESTING DEPARTMENT AJND foundation investigation departement project Arja - Qaassa Irrigation Faastbtflty Study Client Ministry Of Water Resources LacatJonL Arjo - Dedessa OMcrftMkMi; Red to brawn silty ctay with littto wnd TP.'BH Depth (m) □HflTPi 1-25 -1. GRAIN SIZE DISTRIBUTION i Specific gravity I + Testnd by: Date : CltfrGfceci by! Date: Gize work kiber g/ioraa Abraham Assefa 13/1^93W.O^Pnjj NO THM Date JO-CKb I Sample, IQ: G>-6^e. P.Cl.aqj*Mia Ttl, 4ZM15-4J<]Cai FAX 42 DI 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION investigation departement project Client Locations Description; Ar jo - Deessa Irrigaton Feasibility study Ministry ar Water KesouiXvS Arjo - Dedessa Red to brown si |fy ofay GRAIN 51ZE DISTRIBUTION TPi'BH Depth 1 mJ DHBTP 0-20-1 I Specific gravity « I Tasted hv GIct w^rk fciber turn-: gjio.'aa CiMthtd by. Abraham Assefj Oa«! 1_3JiaJ9aW.CMPTOf. NO TMJWM Jale JM&BB lS3n:=. rt D G*W*< p,o. 0gx mens Tai. ajacie-eMSoi fax (251-1) 42 ot 53 MATERIALS TESTIN G OEPARTM ENT ANO FOUNDATION INVESTrGATrON DEPARTEMENT project Client Locarinn: DHscJlptlon: Arp - Deessa Irrigation Feasibility study Ministry OF Water Resources Afjo - Oectetst brawn srlty clay TP-’BH Dtplh (m| 0.20-1.9 GRAIN SIZE DISTRIBUTION ' Spec Hie gravity Ils I T*5i*d by: {j<;g work kiber Appro ve-d by:_____ DaLi I grioaa Date ; .-------- .jU^ J Ch»ckMf by: Abraham As sefa Otter 13J10/9B & I J II aJ+ W QjP^. No Oatff_________ MXH | Sarno*'D' P.O. Hoi 40035 Til. 420616^*20601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo. Odessa Irrigation Feasibility study Client Ministry Of Water Resource Location: Arjo - Dedessa Description: Oarfc brown silty clay with some sand _ ___________________ _GRAIN SIZE DISTRIBUTION [Specific gravity ;m | TP/BH MO T Depth Jm) 0.20- Tested by: Mulu Sevene Approved by ; date : 9J10/9B Date : Checked by: Abraham A?si?fa Dale: p/aar— 1 IW.OfPrflf- Na tb Dale Sample ID G>- m^ui— 5 f atSJE±£J2f 3L?*e^r" P.O. Box 40036 420516-420601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT prefect Arjo - Deessa Irrigation FtasiUNty study Client Ministry Of Water Resources Location.- Arjo - Dedessa Description Rod to brown silty day with some sand _____________ ______________ GRAIN SIZE DISTRIBUTION TP/BM wi Depth |m) 0^1 |Specific gravity [ |_________________ ____ ____ _________ GrtMe Gravel Site Saad Size Fine Grained lioorw |JJ*aun[ Fi-* Qam [ | FiM SnShiB Car Site uratn 5n» (mmi Tested by: Mulu Beyene Date : *"3** Checked by; Abraham A s sola Date: IJJIWSS >1_ h C& C ------ 01= ? LTSicCTP*- ^3 w- W.OuPrqj. No Data Tl=r-€lT*J MMPfrl HWHK*N*ais. a.ji&s tii Sample tO: G3-4.W P.O. Soir 40Q3& Tri. 420616-42DM1 FAX |251-1>42 01 33 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Client Location: Description: Arja - Dees sa Jrrtgadoni Feasibility study Ministry Of Waler Resources Arjo - Dftdassa Red la brown silty clay 1 TP/BH Depth (m) GRAIN SIZE DISTRIBUTION ^Specific gravity j iw ~j ■ Gravel Sire Sand Size Fino Grained C^ar^|Mdum] > th Coarif [MK>um | l*m# SJi $•« CMy S is Gram Size (mm) Tested by: Mulu_Bgyene Approved by : Date : 9J10/98 Date Checked by: Abraham AsSftfa Dale: 13/10/96IW.OfPrOl No I ISamnifl ID: L G- P.O. Sox 4W34 Tel. 42M16-42Q&01 FAX (251-1)42 Di 33 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION OGPAflTEMENT project Clnnt Location: 0*5cnipUonr Arjo • Dsaisa Irrigation Feasibility study Ministry 01 Water Resources Arfa - Oettern Red to brown silty clay with some sand TP/BH D*p1h |m|i 0, GRAIN 5BZE DISTRIBUTION 'Specific Ortvity ' ~lW.OiFroj. NO Date ta.aF*!’ jiuras iSamnle ID: 1 Gi-frMul P.O. 4003$ TeL 42M16 J2D601 FAX |251-1)42 01 $3 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo ■ Deessa Irrigation Feasibility study Client Ministry CH Wsier Resources location: Afjo - Dvdessa Description: Red lo brown clayey slit wftb little sand TPJBH MBTP! Oopth |m| 0.20-1,1 GRAIN $i£E DISTRIBUTION I Soeciflc gravity GfrtWlt Graves Size Sand Siz* Fin» Grained CdTM f-ne , Cww1 MeCiufli ] trw Sm $>» j Oay sueW.OtfW No ______ ISampla ILL T6-0T< 3(PC-^' P.O. Box 40036 Tel. 420616-42C601 FAX (251-1) 42 01 53 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo - Deessa Irrigation Feasibility study Client Ministry Of Water Resources Locattom Aryo - Dedessa Oes-crtptlon: Red to brown silty clay with tittle sand ___________ _______________ SIZE OlSTRieiUTlCm [specific gravity I Lm 1 TPfBH Depth |m] MBTl CM 5-1W-CMPraf- Ng Date T6- ja jSarr.pirt ID Qe-fi P.O. B.QJT 4003& TeL 420516-420M1 FAX (251-1) *2 01 W materials testing DEPARTMENT AND FOUNDATtON INVESTIGATION DEPARTEMENT project Client LMMNhi: Description: Arjo -Oaassa Irrigation Feasibility study Ministry Of Water Resources Arjo - Dedessa Red to brown silty clay with little sand TPfBH Depth (mJ GRAIN SIZE DISTRIBUTION Specific gravity I z-fr* Catotfr Gravel 5*<» Sind Size Fine Grained C-MO+1 inB &Mru 1 Wdsm | R np 5*4 S-Z* t-ty Sult Grain Sizn (mm] Tested by: Mulu Beyene Approved by ■ Dale : 9/1019,8 Dire r J? Checked by: Abraham Assef.i Dare: 13/10/98 £ ■' T J t C I *BP.O. Box 40036 Tel. 42 08 13-16 66 17-15*3 46 FAX |251-1> 42 01 S3 MATERIALS TESTING ANO FOUNDATION INVESTIGATION DEPARTMENT Project Arjo - Deessa Irrigation Feasibility study c.'ieflt : Ministry CH Water Resources Locefloo: Arjo - Dedessa COMPACTION TEST W.O.Nq : TB-07499 Oat* : 30 i 09/93 Sample No Dspth Typ* o< Compaction Sta pdJ rd Natural Moisture Conierit (%) 1 Maximum Dry Onuarty (Kgi'm ) 1340 Oplimum Moisture Content <%) AlB TP-3 0.20 ■ 2.10 5J0 34,99 Dry Density Vs Moisture Content Moisture Content (%| Tested by ;- Woe teka Oate.- P^lSas Checked by Abraham As aef a Date:- iJS UfflaP 0. Sox 4QM6 r»|,iZM T3-1G« 1T-14 MATERIALS TESTING AND FOUNDATION 48 46 FAX (251-1) 42 01 53 INVESTIGATION DEPARTMENT w.o.Np : Te-OTd/se Dale : P-r-Djfrd Arjn Cedessj c rngatlon FteilAsMIty study* Client : Ministry of Water R»sauix& LMt!00; Afjo Dedusa COMPACTION TE5I Sample No ATBTP-4 Depth O.10-D.8D Typa of Compac1bc.n Maximum Dry Density tKflfrn*) 1ABfl Natural Moiatura Content [%1 Optlrnu m Moisture Cdfttenl [%) 12-16 35^0 Dry Density Vs Moisture Content Tested by:- Oaw:- Kibre wtw Approved by :- Date Checked by Abrahjm Aeeef’a Date* 13d cmW.O.Nq : T6-074/98 Date Project Aryo Dectessa Irrigation F<a„Jbi3lty study Crienl ; Mkiistry of Water Rwo<irce Location: Arjo ttedtMi CO^PACTIQMTEgT Sampte No Depth AT0TP-5 0.341-1.10 Type nF Compaction etentferd Natural Motetere Content (%) Optimum, MoLslure Concent (%) iflJO 3 MaEJmum Dry Density ^Kg/m ) 133B Dry Density Vs Moisture Content Montaw Content <%] Tested by:- G» » Kibro Date:- <W1M1 Checked by: A braham Asygfa Date> 13/1 cmP.O. Sox 4M16 Tel. 42 C-6 13-14 66 17-16 AB 46 FAX (251-1] 42 Si S3 MATERIALS TE5T1HG ANO FOUNDATION INVESTIGATION DEPARTMENT Project Arjo ’ Deessa Irrigation Feasibility study Client : Ministry Of Water Resources Location: Arjo - Dedesso W.O.No ; T6-074/5B Oat* : 3W0M4 COMPACTION IXST $jmpfe No Depth Natura I M □ is lure- C ontenl [%) AJB TP-5 0 JQ - 2.40 Typo of CdrTipMtiOft Stindar J Majcimum Chy Density IX^n?] 127 J Optimum Moiatur* Content (%] U.OQ Dry Density Vs Moisture Content TmM Teiq# T0a □at*:- M-dOM Checks Sy IbnhOTAiMh Daw* IjJlO.yp rQ Eton 44M3B T*l, 42 Q8 66 1 7-1# O 4B FAX (251 -1) 42 01 53 MATERIALS TESTING ANO FOUNDATION INVESTIGATION DEPARTMENT Project Arjo - Deassa Irrigation Feasibility study Client : Ministry Of Water Resources UKwfon: Arjo - Dedassa w_o.no : TS-&74jga Data ; 30/0WH COMPACTION TjESI Sample No AJB TP-7 Depth 0.3<J - 1.80 Type cf Compactlcr> > Standard Natural Molstur* Contan-t <%1 1B-34 J Maximum Dry Density [Kg/m ] 121A Optimum Mohtura ConlanE f%> -I3.5O Dry Oansity Vs MaisWr* Content Tested by.- TMae Trti OatBL- ir9,'111^8 Checked by: ASruhin™ .'H :■; u lu Date- 13d Approved by> 0a1# Xr* /MATERIALS TESTING & FOUrfPATION INVESTIGATION DEPARTMENT P-OBoJI 40036 TEL 420614, 420601 FAX <2SL-1| 430153,400621 PTojact: 4rf° - Dewsa Irrigation Feasibility Study Pro. N* Client j Mlnislry Of Water RascHJTCta □He T8-'&r^98 3a;gyr9fl Location! AflO - Dodesso 7 tit Type: Triaxtal UU oq«j i __________ salt samples SPECIMEN DATA 'TPiBM HQ MBTP-1 Sam**t V mi 0.20 -1.W SimoJ* CflfldHlan dl4tui*b£d SlnKlI ihflljght Imml 76.00 In rtl|J tffjfWW rrrtiTih is jlnVll iru Ininr* | 11.34 initial Mblurrw .Lift" $8.18 LnlTLfll Wwgh^ i 149.00 Bull i*ft±iry IOfTMiEjWT ! - 1,129 Vrinii w^ghi rgmk 115.36 Dry iMfUiiy f'Qim'cmn 1.139 u Wei4ft*f CG«t#n1 !%1 29.16 5p«ll*C R«nart p. Li- ( CT|-U, J , q ■ Ifl (cr,- Oh,) Ch-imtJ*r praM. TOO 200 300 c jKNum‘1 3 J Degrees) DfivlaloF Strw*, 410 740 563 40 sa y ■ J 5423c - JlSCa 2 Normal S trez al'HW.'m ,i DH* > flere .-. ItT«.-C»tv4s WWATEfiJAXS TESTtSG lb FOCFfDAttOK 1 r»VESTl GATJOfl DEPARTMENT P.O.Box 40036 TEL 4206 16. 420601 FAX <251-1) 4201J3 +OQ021 r Project: Arjo Dadasa Irrigation Feasibility study w.a. n* T64J/4J98 CMni : Ministry of Water Resource Oat* JgiOSiSB Locatloft: Dedesa TuiTypei Trlaxtal CU Ou pct : , 3Oit samptcs SPECIMEN Data 5-a^nr * V Sjwtiea* conJIrton disturbed Infill lt*n«t*r mmi 34 hltfdW Mrptum« sets Sulfa 4M1ilty i^TVGm‘1 1583 Oi d»n#FPr jfTW'-m ■ 1 432 rjr^ity Remark J> - l.-2(a.-n, ) . 1 ■ l/l|<h- ffbJ ChJmb*r pr»ss. KNi'mJ1 (<M 100 200 300 Cr I.KNJrr/ 01 (D»grws) Oavijtor Strati iKM.'rnJ- 270 340 540 24 29 Ppri ■i *U3i>f* KN m2 , 4$ ! « JM 1 -Kffltr-r ~ flr,,*y 4iwtw c™ ■- ^°' c58 a t OfrtttdDyMATERIALS TESTING th FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 4003ft TEL 420616, 420601 FAX [25I-IJ 420153,400621 Project: Arjo Dedesa Irrigation Feasibility study Pfq. Nn xtazass Ciimii : Ministry of Waler Resource □ala 30J09/98 Looiiicift: Dedesa TwcTjper TdWial CU Obj»a ; __ SOr/samp/es SPECMffN DATA iTP-BHUO AT fl TP 18 Sample M" Dfcuih imi 0.10-1.30 Sample dgncHUofl diSEUrhfd ■nitjjl JWiyfil |mm] 78.M Iftillll dUme6*r !mmi 3B 1 inttiai wia {mm ■ 11.34 IlMJal MOfcjfnei pm'l 36.18 In HIM Walghf Igml 159,24 6mUi Jtnaicy igmu-rHi-'i 1.848 Flriti dTp WBlflHiJpmi 126.22 Dry dVIWty I^nv-OTW*] 1.395 Hraetvn CWMAL I%| 1 32.46 5&ecjflc OnMifey Ramadi P■ ,q= i/2 fri-ffi) Chamber pr«s. |KWi2) (fflJ too 200 300 C< fKN/m ; 1 0- (Degrees} Dovfitqr Stresi, |KWm2) iff.- a.) 310 430 600 2ft 31 Por* pnwure 'KWitiz! 42 106 145materials testing a* roinroATJort cnvestigatcon department P.O.Sok 40036 TEL 420616, 430601 FAX |231’1| 42.0153.4430621 Project; Arjo Dedesa Irrigation Feasibility study Pro. N* T6-074^S Cilmi : Ministry of Water Resource Datv ->n.'OA.'gs LwiliOflJ Dedesa ’me Typa: Triaxial CU Ob|«t - sori sarnp/es WffC/WEW M M TFVBMMQ CHBTF4 9j«mpi* T D*plTi imO 0,25-3.25 S-otqi* coodIWan disturb *<d Inillll {rMQ 7B.(M rjilHad dlanwlK 'RV^ll- 38 InHH vm i'<niir ) 11.J4 Liirlmi vnlumB "eftt *! - ’6. IB irr'Lil flslghl Jgmi 161.00 Bulk -ifniicy ]g true mH 1.36B Ffeal d'y fltiflffl 124.3 Ory d*niity itjffwcrt’P) 1.442 UrMsrvrw w«4ant [>l 29.53 Sp*cjHg Sravjiy Remark P* 1/2(^4 00 , q ■ 1/2 (a - CT,) t Chimb«f prM>. fKWmZl (<T0 100 200 3CI0 c- (KMta?' 0- iDcgrees) Cnvialor 3ire a a , fKWm2l {Oi-fl)] ise 4dL4 655 37 30 pflFfl pf&ssLrra :KNi'm2 i ! 42 106 145 !_______ ____ ____________ rFs^trty -■ Arivi^ACrmp > iwo.flw CAM W -•■ AbraAam Ascta ajrt -ftWZOTEr MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 42P6I&, 4201501 FM (SSI-ir 4301 Projm : Arjo Dedesa Irrigation Feasibility study 1 CRent : Ministry of Water Resource W.O. N* Date T6-O74798 LcnaUafi* Dedesa Test Type: Triax ial CU Oti|flit : __ seff sampfes 3PECW.V 04 TA I^BH NO CHS TP 5 SampM N* 'D«t0i iTni 0.30-1.30 Simple condition disturbed •*•611 n*i?rt! |mmi 76.00 IrMlai dl»m»t»r |mmf la llnrttel ip*> fMffif) itJ4 iniUai veiutfn* lem'i 36.13 Intta. W««gM (ffnj 138.60 Buili density |?nt‘cnVI 1.BAQ frWMl df> MTtighr 19m? 118.24 D*y densify 1.372 CpndtfiC l%J 34.13 Specific Qrivrty Remark F- 1*2 (<?,• ei) > , q ■ J/2 (<y - ea) Chamber press. (KWm2) t^j) 100 200 300 C" rKNIm^ 0- (Degrees) Deviator Stress t (KWm2) (il.-tfn) 330 562 830 26 33 Pore press t/rs iKWta2} 44 72 IQS L—---------------- - ------- —------------------------------- J 1 J J J I Normil Striss^KN/m ) 1 P ftjMd fty > £(ntbet w° *' r ,t!l Qtt* C/wekrtl trf:- firtrafw* Asefa M ? tMWM Approved by > Dare [MATERIALS TESTING & FOUNPATICN INVESTIGATION department P.O.Boa 40036 TEL <20$IS. 420601 TAX (251-1) 42O1$3,4O0621 Project Arjo Dedesa Irrigation Feasibility study W.O. M- Client : Ministry of Water Resource Date T8.074/98 30/09/98 Location! Dedesa Tmiype; Tr lax la I CU Ofiject ; __ sort sanipfes SPECWEN DATA 3-tmpJ* N" 3-MTlp* :«ruJltKin disturbed IniUfl dlfmrll” i mm i 33 initmJ vpIunw ISffft as. ie Bulk !jrrWqrn*l 1.859 Or* <J>n*ity /gmJcm*] 1.464 Specrflt Cunrlty Ramark P» L2 (tr,+ o, ) , q • Chamber preis . ( lKNiffl2) 100 200 300 C (KN/m ) 1 0’ < Degrees | Deviator Sown. iKNi'mll ( , joo 1S4 610 21 20 I—----------------- Port press urt 32 SO 94 Fas l*d t>¥ -■ l*ortntft Cue > W.-M-M Checiad By /' A bfilram As tft Dat9 ; - 10/MfMMATERIALS TESTING & foundation investigation department P.O.Box 40036 TEL 420616, 430M1 FAX I2S1-1) 430153,400621 Project ■ Arjo Dedesa Irrigation Feasibility study criwrt : Ministry of Water Resource location; Dfldesa Te»t Type: Triaxlll CU Object ; __ sail samples SPECWfW DAM W.O. T&-074.'9B aoroflj^a SlfflpH N" Sj«ripi« condition disturbed Iriilkai dlrmtur fjwn■ 38 taitJjl *o*um# Icnff B6.1l J Uuifc dfnfftv lgm»crn l 1.877 Qn> danvrty I fl Rift mH 1,427 SjMerflC Grt-erfy Remark P• U2 t <r, - o, j , q " Chamiwr prt«- <KWm2) (<rj 1(H) 200 300 C" fKNm l z 0’ iDegrcQs) Deviator Stress, [KNUm2l (ffi-ffj) ■MH) 582 342 29 32 Pore prtsluffl |KWm2) 30 66 110 res ted fry > f Worineo p J(B > W*W CJieoJr»rf fry ’■ Jfrraflam Aae/a Date ;■ TMtaMU Approved py, ., Date ■r ■ i“ I» ■£■ _ ■-" AMATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Bta *10036 TEL 420616F 4^0601 FAX |28 I-11 ■4*2*0' 13-3r*0QS21 Projeci: Client ; Arjo Dedesa irrigation Fsaaibilfty study Ministry of Water Resource Pro- N° Date T6 074/98 30/09/98 location: Dedesa T*St Type; TriaxialCU Ot)|ect ; _ SPECIMEN OATA soil samples TP-3H WO MB TP 4 Senwlo HT Doth iffil 0.15-1.70 Sa-mpJt disturbed InhUl height |ffvn| 76.00 IniUli dfeHTTWle* 4rnm| 38 1 ><iel tree Imm | 11.34 ItwIJil !rarvnw Icn*1* 88.18 fallal Weight |gm| 162.CO Bun denvltr i gm^Gm"! 1.880 rinal wy Weight Igmi 123.14 Dry- dfnjity |flfrtcm l r 1 429 Mototwe c extent i%k 31.88 ■Sm-E-IIc Gravity Remark P* . 1Z2 (□--*■ <tg) , q * I /2 (c: - u.) Chamber press. |KN/m2) 100 2D0 300 c 2 (KNJm ) 0" (Degree?) OevMlor 5 tress» |KN/m2l 283 4 T9 MO 31 28 Pore pressure (KNJm2'l 40 60 110 5M Te lot z X ZM- .■■ A « »d 5f 155 ri r ifiD 55 Normal ScrtaslKNi'm' Titled by Ojfe > VJZW/M jflpiXOvecf £jy Dire Checked by > 4&rjA4/nA«M Wft :■ ’1>.WWP.O.Box 40036 TEL 420616, 420601 FAX [251’I> 42^1 S3,4OD621 Project; Arjo Dedesa Irrigation Feasibility study Pfq. N* r$ Q74i9S Client : Ministry of Water Resource Date Localicn: Dedesa Tfit Type; Triixrai CU Object : soil samples 5PEC.WE.Y DATA TPi-fi* ND M0 TP tO OMtii |mi 1.10-3.30 Samel* conoiu^n disturbed 1 i*irial M>9"l iiTW| 76JO rnillal da*rTMIi* ■ wn| 3B In4fei Jt«* IrTWT' | 11.34 lr>uil yMuitw lerp-1 96 IS l<riul HvljAi i^ffll 157.24 1.825 final ar? W«iqh| ipmi 121.13 Dry danaity | gffllefi1 1 r a UN e«Biurv cvmiM iHf 29 91 StWCinc Onrarilty RtmarX P= > bl ( tr,* q-3 ) fc g = l/3(S|-<rj) Chamber prgts rKAi-mZ] (0.) 100 290 300 G' 1 (KWm ) Deviator Strgss , |KNTffl2) 0 ■ (Degree si (<r,- er,] 293 420 S12 31 29 Fora p<esiure iKN. m21 , 42 60 110 pace .*■ tfMF-W CAecJced 6/ > A&rahjjp .Asefa Pare W4MFAX (2H rij <101 W HATEJUA1.9 TE9TIHG AnO FQUmOATIQW INVISTIGATlON DtPAATMENT Project Aqo-Dedessa Irrigation Feasibility study Client : Minialry of Waler Resources Location: Ajjo 0H N" A,#TP* DEPTH ■ VOID RATIO VS IOG PRESSURE Tested by Ts»q« T na a Daw: 23J1£<M Chwkadby. Abraham Asseta Approved by : Date; A t-/ Date. 6/11/98 yVOID RATIO uRu■J.MlRJ.Hrd3D WDUV&UfilAh NOLLVQNfrOd <1MT t^¥Ttfll¥h ts lu trU-ml rm >m» *i >L-ri w i«i_ scow »at c d<B£l| ZEk - EXX*-^ ■ — *-*" Omi : 7|-£T41I £TOV1I ONEOiMEHSX^Ai, COMSC^QATjgW TE5I BATAMEEI Fnijaci AiSa-0»4tMi lfrig?ii$ii Ftfi'billcy iludy , lAnis-hy Wibir Itaowai -Xl&wi: Ar> pwLr-rt d*in ErPftETEST flw ; i|r«i DEPTH iM-a.* .«»£M4O4mpi*4 Hing -!-gm| tTfli H spKilk G«r?it-|i (G | a Z.52 l- ]ht nr Ring i>7ni ’ 112-29! SjrnDi* Diflrnf'fr Q| i miTil 7 5,00 ilUrtipH Igml 1*7 5E S-impi# Thic*n*»t 1H,) <mm) 2D DO u .^rit Or, Samplt [gmj 129 44 Atm :AJ i,cml 44 1B . ]hl of India* M«ruH iqm 39 49 ; Jl *mi-lur» COHbMVt JMJ (%? 14J! 11 VflluiTW (V} |c*nl Bulk CUrrj.ry rpj WJT 1 B96 . Dry Ovru-itY Ip J J^nlCffl^l 1454 i. Vq-j .Rana : a, » :G^p<P -,-i,!-Solid! : K,‘H/1^,I |IW»| o.m H Kt ~ i, • <w,-s.y». i ‘ii ' io*.»j ■test ■* >l Sjmc<4 *CJ* gntl r □/ Ory SamuW + ft-nj -Ofl igml j rRinq*Can gffll 3 .k jl fflrf Sim;!* I9"1 -.HOr.SampLi Igmi ■ jrFifill iAMIWi iflml 33T 00 3H.M :bz 52 154 44 m.aa 26.00 □v*f 111 ifniim+nt m.-n VOtufN dianga cm1} Final Wefafn* -cm1! Final Bulk Dfntfty <g«WCm | a J Final Dry Bafiaiirp Jgrfni'tfm ; Final W&itf Ritra (a.; 2 507 12.40 75.37 1.034 1.631 ■3.4M il^aConbinl |M-)rtW 20-24 : WOT TlfrM’Ttfcl jjJ1* 3"flM : 4i *3 ■>* 'JI 41 PM « 91 51 *i*7IHut3 rESTlh* Mfi f&dME-ATIDh lM¥I?T1G*TKIN DEP ARDENT QUE DIMENSIONAL COnSOLIQaTiQm "££T DATA SHEET F»j»c1 : ArjoOedHia IrngiMn Fe«it>-^Tv siwoy ClirM Mlniitrp fl* Wa|«r Reeoufcea LoCfliliDn Arjp SptCimth dale BEJQflE TEST F«f. N" TfiJTill S-iiB. MfflliM' d-H Nf* ■ DEPTH: *•■ «■» i 3 J»4 ■ Weight i3* Urr.plt -5 Ring |flm| Weight al Ring gmt Weight at tempi* |gmj m.ii maW i ST 5« ■ Specific Gravity iGBj Sarnow 0i«m*1er iDi rvimi. S^tnpta Thiclui«» iH,) |mmi Weight at 4>»y Sim pet Igm i tai.us Area iAj (cm'i 2.5 2 75.00 20 00 14 -g Weight Of rtr!,*| tioiqnrre 3a ail 3 V-OlurVi* |Vl |CrR F SO 17 biriiai Moiiiure content iWj 10 U f acik Density lug) iginJcm l 1.495 11 Ury Defle-ity ipj igiWcm’i 1.454 |iniba* Va»o Raho e, « fl.Tail |of Solifl* H • K^1 ’»J /mfh| t 11 .Mil |lrtiti»4 SvturaUM 5. -. w/G,^ AFTER TEST Weight Sample * Ring -Can .^m i Weight $il Dry ■$Arnulf *■ fling ■‘■Cm i gm i WeignE &l Ring » Gan gml Weight fcl Wei Samcle ■ gm i Weight qI Dr> Samel* -gm WeigM ot Fimi Maiiiure ]gm| 5 net WDiture C ontent U,j i mi Saturation ■ i3l.‘G, ■»■ ' i.%) "nltd fry Tiiftt TfM 104 ti 117 M 111 Q0 141.52 15a 45 UH.45 26 l» 20 14 »o*oy .Ove-’ alF ie-nl-rmu-ni unim ■ oh-im ijg han-g b EifMi yo>ibn«i» icm’i F^nji i Omtm rgirn-cffl |i v Fin*. 0^0*1. M.tyjym, F-nus tfqijd a4tlfo i d j ia 4o 75 97 1 O3A 1 091 0.J3O I— aw ZhKtid by ifrias AfiDF<Jv«^ jyy Data ELua 1 £M1QULS•MIL'* hs.lit j^>;MLATlCBLi JEU H "ti" -i 2-*’i WtaM <ofl*4an hiHMty wtudfr □'TIiIk ^iiauicB* fiH N- ati»™ MFI ■ 3 Li iHihai '-'■cmI* ^alw b. CCMPA£14:fliLiT* ib_€*^-E'Mf c# ■^NSdv C* 'C'M r W JM 134:1 ’1-1] I4 S?S 1 - 11 Jtl n.rai 1«JT* -fa 1 ■ jm >iib: 1W 1? !■:* ■MW tiM '7 m .. T*rit CbhM* tLU *l«!i■ D. |l*| Th d M i M- irif-w A Fl* *’ u ■MT iiM.1 llDM wrt LV>if"ldJ FiAfl LtfPi* »rMC'* r □wt simEM-c^l CQhSQLpAfid.M 'E±T IO1D ■ W «TTLi M£I»T Pr^Tii! . Ar .7 C4M1 ta ir->jiMor FiaiibUty itud^ CPtafirt WLrj+jjpt erf Walv* Haaaurca* LWJMn: AJjq 0H N- «rri DEPTH 4»1" _!■ nf m <»JiTrrfr 0: _____________ ?$ W PW Area I Al____________________ 4A.il CM1 tiwfr flfc> UMUMQte t I rttg on nirfigw jrvjw prf-l-Mf* Of tllWBW WfcUai| »H|_________________IftJjfl , *m _____ ____ __________________M K_UA T«iM fry TW r»>> 0*9. Q2114 ClUtW t¥ * W" *»■»•■ ft||.'* c -ml h i!ih» H 1 ■■■ *» d Mlittl-IHl fl’ 3+ withuls mniK urt PQuM^fidm iwattHGAiWH DCTi^fWWr ClhE DWIiW»C<M0_L GONSquOAUQ.UaT LflAfl -TMijrmtatNrqmpiKCa PFfljlKI a L’K-C,«d«sii irrrgjHgn MHiibiLfp Muflgi* CltaH Unr*|ry & W«w LncaBpn A*J» 5 am M di am ata’ Dl BHN" DEPTH : i»r* rsici mm Arid lAl XI Ifl —■ Sji-nniai ■til^Knnsa *SI Li¥»i rars:- 1 11 LNI.qifl.M5 CiWBaBI H" 2* 013 JO Ml Ku a .3 3 trmniB a1 * ? 1 CMI1MM rtii JfeWT+t •■i aaa (Gar-Him ■»»* iM a IE ‘.-ynj r: -r r« J , a GiMWIMVI 4 ■"iinFBBH^ mm Vi 1 | E^jjaaa +*a h m B i i**i ZuffkiliLra Ui r.flm.KIIJjii* jM ~u.Wr J.la* carnginirBaiafii M *1 aK tv a riqnQiVflBaan mm yi ii L&mpitpqA *1* Vri f1 a 0 ■a □.313 1 0J7T4A3. 2.M? 4 >11 2 53 10 o.v Mi IS OJS fl.! ID 31 •.n ! 1 ----------------- ---------------- —------ X i 1.11 —------- 'J A + J 1 V 3.13 IS ■R IS 3D 55 55 1 fO ? ’! — h ♦ I c u+- u m11 ■ » £=^* MI Ti»Md *y. Ti»m Ttii cMMdtr Rrtnift Hute Dii* HE* ABDroMfff try Difrla • .7Project: Arjo-Oedeasa Irrigation Feasibility study Client : Ministry of Water Resources Location: Ajrjo 0H N° ! DEPTH ;0»-i4 VOID RATIO VSjJJG PRESSUREC^l Qa, P.O ggxdQOJti Ter. *2 06 13-16 66 17-16 43 46 FAX 1251-1) 42 01 51 MATERIAL! TESTING AND FOUNDATION INVlSTfGATION DEPART Mt NT Project : Arjo-OedesSJ Irrigation Feasibility study Client : Ministry of water Resources Location; Arfo 8H ; aib n- 5 DEPTH jo.bmj COEFFICIENT OF CONSOLIDATION '/» lQG PRESSURE -------------------- 2 PRESSURE (KNfm ) Tested by Tsiqe Teka Date:: 33J1W98 Checked by! Abraham As seta Date: Bjl 1^84MJ4 TV. 4 M U-te H 4148 FM (MM «2 di $i MAFtRlA; J TESTING ANO FOUNDATION iNVlSTlCATiaN DEPARTMCmT Proftct Ar/O-Dtdetij Irrigation Feasjte«lity study Cl*efl( ‘ Ministry of Water Rnourcas Location: Aqo BUM1 :**Wi DEPTH i™* VOID RATIO VS LOG PRESSURE • > 3 P. = P= 2 Ce« Oils □ M} 12M te.^1^lQ91PuP,|| 0.274 3 MKSURE (KWm | Tilted by Tlttf T?!tt cite 2311222 Chatted try: Abraham Ajlfta Otte: jrtlis Appro vad Dau;p 0. HGjjNil T<|. 42 M 15-11 14 IT-11 41 44 JF'AjC I-2 S-S-11 *Z 0* 33 “ATtffiAU TESTlhC AN& *0UM0*TigAi |NWH»G*T10m DEPARTMENT Project: Arjc-OodMisa Imjyiticw Ftia-ibillty study Client : Ministry of Wlier Resources Location Aqa SM N-: DEPTH ia-M •t w ft.ftlO e z = 4.575 •i ’ H-g 3 U.M-J 'P^XtUHbll lfO 03G a-HhrklP' SPjj M-a- P H<him2| 640 p HR. Hl-I) 1210 0.MO221 0.M01JT m'fKN 0.00O1JM J 000064* -n'.’K N 0.5001107 m rn;N J Tested by T^ige Teka Dile- 2friqfH ChBckndby: Abraham An*rj Date grtirsqlUfWUJ TIJTSlS *C<lMPATHH ifrViSTI&AT^N OEPiFT^E-MT JWJ. *h Tf-dT^I M» W-'^w PTfliKI : irrf-Odmi friwrt . MtaUY of WilV -Itaairnft Location: Aqo Spacimtn data BEFORE TOT WaQni of aampi* -5 fl -r-Q Igrr i ol Ring imi -al lamp* igml «------------- Hmm «l D> - Earno* ■ jmi ritigri oJ cniiJa- Mn«itun? 5m! ONE □IMgHliaH»L CONSQI ID^ff ^*1 qj,/A SHEET J=*Ji'*nl'tV HLXly DEPTH: **■*" _ tobal |MJ |%) 2T« 7T 11X20 146 AB 1Z3 AB 37 ?3 2t U Spociftt Gravity [G,J Jjrnyia □iamHiir Di -miiii Sartlpif Thic.knM5.I.H.) 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MATERIALS TESTING ANO FDUNCaTmJM inVISTIGATTCiN DEPARTMEN T*i- U W ll-H « i?*1’1'*’ Project! Afjo-Oedesja irrigation Faaeibiiity study Client : MlntSlry of'Water Resources Location; Arjo BH N* 4 CH’T* 1 DEPTH ;«.W-i.n VQID RATIO VS LOG PRESSURE Tested by MyluBeyone Date; 22/WB Checked by: Abraham Asa Daw; 5111/25 Approved by. Dal*: ^7P^o. aox dOOJA Tii. 42 C 5 13-16 66 1M6 +* FA* fZ51-1> *2 MATERIALS TESTING and foundation investigation DEPARTMENT Project : Arjo-Dedessa Irrigation Feasibility study Client : Ministry of Water Resources Location: Arjo BH N“ : chbtfj DEPTH :<LM-i.rs COEFFICIENT QF CONSOLIDATION V» LOG PRfc5_5URE O (!=■ s Q w z o W'M 1J3D 1SDC :T DC !fi ac 15M MOO UM X? i2K ? H.flC E 020 3M T« eoo 5 K- 4M 3 30 :oo o® i® rqots 1 PRESSURE (KWm ) Tested by Mulu Beyene Date: 22/10/9* Checked by: Abraham Assefa Approved by ; _ ~ - Date: .. a”J I i Pfnpci ; Aqo-Dirfcaia IrrigatKin FnasihHIty Study - Clwfli; : Ministry □( WaEnr ftnsaurci-s Locate. Arjo I VOID HATTd VS LDG PRESSURE BH ftl*: W" DEPTH gj*-irs ff£ • CL442 Pw ■ 444 I P3 ■ taw Ce- 0.199 Mulw.BtWw D»W: Chickfd &y: 22/1 fr9S Atxaiia.m Asitfi ApprDM#d Sy : Da-tw: ; TT Dtl«:□ Hui Til. 42 at »]-itIfi V-1t 3 <i FAX lJJ-1-1| 42 Q1 ±3 MATERIALS ?EBnhG ahO F-^nDaTIDN ^viSnSATlON SSPARTMCNr PrajtCt Aqa-Dsdessa im^jii sn feasibility «ludy Cllirtt : Mlnlwlry Walw ResourtSi Location: Arjo QH N° . cw<*l DEPTH >4»-i.n a, = q.*S? ■ a.sn •i = a.su •« ■ 1.1 ■ M.,* i.r* M -r* Avgjfrra iRftv^MvgjH. Pil«a4>rn 1BP J3S 1210 fi.OMMlJ q.QMiJX m7K*» 4 SQWflB 0 3D®flfi2 jj ti’.'KN 4.0QQ1MO rn-'RW Ttsttd By MltIu Beycne 04W 2J!™S> ChecWtfby AbraMffl Ml*,* □at* fiHHtr s| j.2 ns !fl ; 42 « JI f AJC i Al-if *3 S3 ibMImui rEirptc amo pouHD*r»CN • qep*R*HEMT Pfflf. N" Ti J74Jli □ *i* LiKirM OWE 5iMe«5!QNiL CONSCH.iD*tiqn TfcjT QftTA SHE£T Prej»ci : *no-C*drtii im-jnion Ftiiibiliiy siudy CIlKfl - Wlnisnry afWaiac Rasource-s Location: Arjg an M* O*W TP «D DEPTH: 5ptcir*#i uu BEFfWf FfiST ■Mapgw or s.i«plr a Ring i jmji -gf fTn-ifl |gmj 2T1.3BJ 112.29 Spfctidc; Qr»¥ltY l<3J Samp Is Dianin?* i* iDJ immfe 252 T5 00 Wfrfftl al Urii^A* i gm i W*gM Ol D^V Samal* gm| WfiqM#! Wii|i»l WOiltUft hjmi- 159.09 ■17 44 4141 pimple Thichfia** ;Hafr [mm| 20. DD Area iA] 4cnq*1 44 1fl 3 Volume ■•V) (C«n J Initial Moiinifi eohwiei/M^j ;"Vi j“------------------- - --------------------- ----------------- «.17 33 42 Bulk Density IqJ |gmrcm^ I 00 0 1 Or/ Ceniity |pj (gnuc.m | ! 1.5J5 'inniM'■‘oia Rma *,, > rC ' |-i T Pl | 0 fl 9-6 HftqlMOl S^ds : M ■ fc |ffim| i~0 55l| lliwuil SMuraton « i^Gfcpa, i%> W4t'; AFTER TE5T or Sample * F -nj *€an ■ gm Weigh! Of Dry Sample * Rang -Can Igm ■ Weighs of Ring ■ C4h gflll Weigh! or Wei Simple gmi Weigh! nf Dry Sample gm-i WalgM or Ministura |gm} Final Martlui’B CDflbent i.IWi I"1*! [F>n«l SatumlpA S.»<M,13 |i*, [\] i 334 OQ □c-o. na 142 32| 151 40 1T7.11 34.no' 2B44 103.E5 ■".-jnr ■mi ,„fci — J. ~ ' »«wamam 'mini -- ---------- --- ------- -- - ^olumB ch4<nit (cm*) I 02 5 1 lPlfla4 Volume (gm 1 B Igffjfcmh -^Jlg-.ga.UBR-wty Igrrucm’i ■Finn v*,d WSta|A|^----------------------------- ----- 79 42 1.5Q7 I 4T9 O.TCfl' L „ : T<n*dvi<: Tales Trta Dim-: ChwurfPY: OiM: sftc.wiMsq a arflEm) UfQ *> ^R*«rWE/lT OWE CiW£hJipHALC0^3OL D*-npN Tt>r .0*0 ■ 1M£. JETTlemeht rtfcApinqa P’CMtfr . 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Bos 4dU.bE Tol, JI 06 ij-lfl « 17-16 ifi FAX |2»1‘1| *2 01 5J MATERIALS TESTING AND FOUNDATION INSTIGATION DEPARTMENT Project : Arja-Dedessa Frrigalion Feasibility study Ctient : Ministry of Water Resources Location: Arjo BH Ne : ohb n> w DEPTH :»«-*» COEFFICIENT OF CONSOLIDATION V* LOG PRESSURE / \ 2 PRESSURE [KH/rn } Tested by Tsige Teka Date; 25*12/05 Approved by ; Checked by: Abraham Asseta Date: 15/01 .'06- 6 Uoi I*| 4i M li-'l 4l 1 Mi 4t *1 F*■* vlSt-V 01 51 MATEJIUU ttjtwG M) FOuHOATIQW ikVijirGaTCN MPaATMCMI Projict Ar^o4)td«iJ taiga tiM Feasibility s'iutfy Client ■ Mlnij-VY flr Water flrtfrurc** Luxation: Axjo vS&flLPPmQS pressure 8HN’:*117* DEPTH tiw* •i ■ tj * Q.tea G.JS4 Pi * 440 P| • ’210 Cc» ^.-e ^l&gCP_-P 3 0.24B Tailed by riig# itk^ Dew: aw arts Chttkjd by Ifaraham A144J1 □ate: IMMJMC3 ■— V 5 *a W J fl T+ • M M » Q tNp COo* 0 Ide iiriJt T* 42 M II, 4-2 pi -ill eJW « O’ 53 MKTERlALfl ?E31>HG-U<D .SQ-JHDMhCH iHVISnfcASW* n£RAHTWEriT CHE DIMfNSIC*t*L CQN&OI,ID*r!QN TfcH fl*TASht£I Ptd|ki . 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BMttb-jr bl W«W Rrtbu’Cf♦ Mlfi ■HN ? a gtPTw ■*»- “ «™- iA ,F| = rn WL&AtHHG - L ■£’>■’■-1 < ■ H" 1 1 J A * « t U-F'l MW i J ^5" -i ia LumjU0>i 4 M faH ri«f¥» GfaHWlimH ZuBUiiaqra 4 HHIHla Eti c ten ?■><■■■ >4* WSWWHM CdiT-f I'm'.qri EWRpflWM Cdiffifr>CT|>qn E-wnpra ■■■QA ■HR RR rrv-ri ** i-ftm H H ■ brmi ■1 - ** JM lM JM fli I ■5 2 114 L*42 2 Q25- i 4.1 2 3J •fl O.lT — 19 □ :s fl.J 13 04 0 Pi •-------- L i— 1. .< L 91 i,i I 2 • d-i 45 1 2.iJ is 3fl Tfliwtf frr Dbii: tflKlfd Elf: BlL» kLJ3 * Bidcyfc,'A^- -MATERIALS TES71HG ANU rpUNnAWOir inWIS7|G*TK>M D<Pa«FME*|T Project; A^n-Qedtsss Client : MfrtFSftry uf Water ResOufees LocaUunj Arjo Feasibility study BH N° : *•**’ * DEPTH :«u20>« w VOW? RATIO VS LOG PRESSURE V --- ------------—--------- D------------------------- ■ "1 _ ’ --------- ■ ■—-—------------------- \ \ .\■ <9 Ift □ PRESSURE jKAifm-i. Tested by Date: Checked by: Deter Mb.lujB^vona 32/iQirgj A^rjhjm Assefj 01 lM Approved by ; Date: "-- ■r-. "‘’j.t a*.j-■~-J P.O. Solw<ilwW_3_6_T_b_I _. 1_2__06__tJ_-_1_5_6_E_I_T___ __ FAXtlSI-lb*?^1 Si ______ MATERIALS TESTING AND foundation invistigatiom department Projscl : Arjo-Dedessa Irrigation Feasibdity study Client : Ministry oF Waler Resources Location: Arjo BH : *0TP* DEPTH :Q=0’i50 ECEFRCIENT OF CO-NSOLIQATrQN Vs LOG PRESSURE r "V z4 \ / r 3 PRESSURE (KMm } N Tested by MjjFij Sevang Date: 22JWm Checked by: Abraham Assefa Date: S/IUM<e^ l - ±±L-=+i-rOi&?- ■ V H.Jj T< G M '1-IB w !7rlt X! a FU IZS1 ■ 1 Ji « 43 i*TERl*kJ TESTING Ahfi *quwc*tK?M ilft-iSTKiJkTlCN DEP*Arwg«T ‘reject; :bwii : .□CJilGfl: Aqc-Of^tlH Imgailan Feasibility study MiflilCfy of Water 0M H* : *** DEPTH **■•* VQIC HATIO VS LAG pressure *i '■ D.«aa •i = o.fln Pi = <340 P. t iaw Cc= le.^xj^lo^lP*-.^ ,j 0.2J1 Tatted by Mylu B*¥*ng DaM: 10123 rhrrckEdbv Abrehjrn Mft Aflbra-vod by : A \ OBI*: _ A rVj ■ 4** -5 M E Cl D± Z r n -put? ■TB IM « hi ■ II N M II II 4 ■o h.P 0. Hoi 4D«Ql Til. riSTlSdfi l«w> 41 31 ” MATERIALS TE1T1WJ AFID rOl/HDAT1CM ihVI1TK5*T1O* ^FAAITMEN Projacl Arjo-Detfesaa InigiliOfl fallibility study C&tnt : Ministry cl Water fitrsourcei Locatwn: ArjO 1 1TF' BHN *; “ DEPTH i.»'« VQtp.SATIO VS IOC PRESSURE »r 3 3.810 PuftiPR-ri ICQ ■a M t.W P-IMJiMI 520 *5 * IBM *4 3 3.110 Kn* NL- *-r» NLi- j *¥<jJdh-» |M*, ■ Mm JT2 P]|KMtaQ MO <250 a worn nu9DDi» m=.iKM O.MOiOl? 0.0 DO frii fl m’JKH frriKN Tetwd by Da be: Mul'j Sevens nnww Approved by Data: ____L Ctwckidby: AtmHjm A»a»fa iril'St L<>? S\I CUProi Md |*Mi TM)Fm5 ■-j, 1.B-. a.ia.1 ■■ ■itE*-z=r?!Lfr±“ fjO, B<m WOJS T<l.42W1M2:>M1 FAX(iS1’1| *1 01 51 MATERIALS TESTNG OEPARTWENT AND FDlffiOATlQN (NVSSTIGATlOH OEPARTEKEXT pnsjKt Arjo tktyfa? irrigaton Faa«abiliry Study Cltafv- Mlnistty of wat»r Rt-nxjrca UKKfan: Ctaftu DMcripfcK Loko Stftn 1 sand , GRAN Sgt^TRIBUTIQN SpWU qrwrty 1H (Pawl Six* Sard Giza F=n* Gralntft JT1 ^Cttw fl u*w* [ $4 tai □ay tat TMtod br Ts^e * Wu*u om ; lOumB CM^iidbr Data: AbranjiTi A$sefa 12?07i1>6■■ P.O. Box 40036 Tel. MATERIALS TESTING DEPARTMENT AND POL NDATG N IN’/ESHGATJON PEPAHYG.ME.NT rxofect Arjo- dedfls-a Irrigation Feseafaility Study Client Ministry of waler Resource Location: Dcdew □ascription: Loko Bridge 1 sand * GRAJN SIZE DISTRIBUTION iswfcyivny ; Gravel Size 5*nd Size Fine Grained CwM]«-*a^n| Fr*t | jiu-w | MgOMP [ F-*** 1 Sji 5j* | Cj? &ze Grain SLze Imm'l 0 Ml mi Tested Dy- Date : ChBckod by; □ale: Tsige A Mulu iWiflfi Abrafcam AsSofa 12107106 r"* fif- Approved by ;W.O^rop. NO OaLe 77^74/58 3IMW98 i 1 P.O. Bdi 40038 Tel. MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT project Arjo- d«d«sa trriQatJoo Feasibility Study Client Ministry of water Rusurc* ipcniofl; Dedew Detcripilwr Loko Bridge 2 sand <RflllSEE giyrRiauTiON LSpacfflc y*vity JJ* Cmow Gravel Size Sand SiJ* Fine Grained Lu**ta |M*5u*T>] Zu-JWIR | MtcHrn I Fln« s.n s.z* day Size >>&&::■■ w 10 T! * I II L4 « *I ££ ££ sc eo I I I I r 5i ! ££ » -0 M M | Qi 11 I I c> I 1I» i1 0.1 <5rxn 317* (mm] 0 ODfl i T«ied by; Tsifrfl 8 Hulu DM : 10J0T.W Checked by Abraham As;qfj DM WOT HI' 111_~_ CB& P.O. Box 4KM 7*1. 420516420501 FAX 1251-1] 42 Q1 53 fiATERIALS TESTING DEPARTMENT ANO FOUNDATION INVESTIGATION DEPARTEMENT prci«fc Client Location: Description: Arjo- dedesa Irrigation Feseability Study Ministry erf water Resource Dedosa Borcho No 1 sand ____________________ _______ GFtAJNSUE D13THIB<J_nQN ■Spwlftc gravity | lii __ __________ ________ _________ ____ T»i«d by: Taiat tWviy Oa1e J 10ffl7rt]6 Approved by Checked l>y- Abraham As seta Dm»: 12JO7.'O6W.CNProi- Oata 3<yQ»9S I P 0. Box 1JJK5 TH. FAX |351 -1F -42 01 43 MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DC PARTEM EMT lirajict Arju- deSHi Irrigation Ftwabltty Slud/ Cuatit Wlnnlry of watar Rasnurce LocitKWL Dadasa D^Sinpfhsn: Barcha NO 2 sand GRAIN SIZE DISTRIBUTION Specific gritty [ £35 TisixJ byr Data : ChBikBd by; DiW: T^igg & Murn Abraham- Assafa 12J07.XJ6 "'/APProvad by :EU _________________________________________ P.O. Box 40036 Tel. 420616-420601 FAX (251-1) 42 01 W MATERIALS TESTING DEPARTMENT AND FOUNDATION INVESTIGATION DEPARTEMENT prcilertrt CNent L«atiwu GescrlplKin: Arjp- d«d«J Irrigation Fweabillly Study Ministry of water Resource Oedesa Borcha No 2 sand GRAIN SIZE DISTRIBUTION SpecrfltararHv ■ tu 1 Sind Siza Fine Grained C.1VM [ bAo-un | Fn 1 DdMM | M«J- urn ] fa 541 Slw I CLfcy Tulrt by: DU* : ChKktd by: Dit*: Tsiqg & MulU ig/Q7flO6 Abraham Asseia tjy : \ ,1 .1MATERIALS TESTING & FOUNDATION INVESTIGATION DEPARTMENT P.O.Box 40036 TEL 420616,420601 FAX (SSL -11 420153.400621 Project: Arjo- Dedessa ImgatEon Feasibility Study Pro}. N* Client : Ministry of WaterResource □ ate TB-J74/9B 30109/ga Lwailon; Arjo -Odessa TrttTypi: Direct shear Object : __ Sand sample SPECIMEN DATA 1WM0 loka Srfera Sampi* m* 1 Simpi» ian-dmon disturbed IrriBad h»-qtil |rTun| 20.30 ImtiAl aiJ*Ti«t*r |mmi 60 IhNW inwV '. 3&.00 Inrtt-il wciyme Icrn'i 72 Inrtill W«4gM :pm| 109.60 Bulk dMfiAiIV Grt'cm?- 1.522 Finn *y w*igM Iflml 192-3 Dry a«niity Ignvcm'i 1.431 Mertirm* umyImi {Ki 744 SlfHIClflC ■JrSIMltj’ “Normal 9ir«M CKJMfmZl 100 200 3-30 C 2 (KH/m l 0 (Degrees'! Sha*r fitr«u (KWm2j 200 304 548 4 60MATERIALS TESTING fr FntWDATlOTr INVESTIGATE* DEPARTMENT 4MJ3$ TEL«M16h 430601 ttfOSHI 4201S&.40U«l Protect: Arja- Dadessa Irrigation Feasibility Study Client : Ministry of Water Resource Pro|. N" Date T34J74/3B J0/O9/aB Location: Arjo ’Dedessa Test Type: Direct shear Object ; _ . Sand samp/e SPECIMEN DATA Sjm.r-1* N" 2 JjimplB eSflDili0*1 disturbed IfilOfe? dlHTWlvr rnwftl 60 InrtfBl vgJinrna iem' < , T2 SiA dlrHJIVy igre G T'l en 1,469 Of W^iiry 1 jjmicm’l 1.436 SptCiflC 'Urfrvil’r Hormst stress |KN?m2| 100 ZOO 300 C [KN/m2 0 (Degrees) Shea/ siren |KNJm2j 216 323 9M 3 62 ■.MATItUALS WHM* FOUnfiMTIWr tHTOFTWATiaS HE? AftTM U-NT P O.Bojc +003$ TEL 42<M1«, ™ H «01M,400631 ProjK(: CJIfflE : Arjo- Dedassa lirl^atlon Feasibility Study Ministry □! Water Resource Ftcj. Date Tg-07_4jM sp/ofr-ga Lociilan: Aqfl -Oedasta TesLTyp*: Directshear Obj«t : __ SancJ sample SPKffiilEN DATA SirilpW hT i 3am0t cfirtrilEHwi disturbed InrUfll dlkmrtpr Irwn) go lrt>Ual --iilym" |«fl 72 Hulk, awiwy ■ "unVww'l' 1.M9 Oy ninly |gmJcmlj 1-446 Sp«jfc amity ! Nd mil lOWH IKNi'mJj too 200 300 C rKHfm3l 0 (□agrees) Shor llrw [KWmil iae no 520 4 59 Tfcs-lftfby .-Ai?«i*y Ab-?bu Approved □ata bp C-J(o ;■ Ch*c*ocf ■ - AbrabAM JjiB > ‘IWOWA * Eide-^vi^THE FEDERAL DEMOCRATIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO DEDESSA IRRIGATION PROJECT FEASIBILITY STUDY Geological and Geotechnical Investigation Part II - Appendices Appendix F: Geophysical Survey M»> 2007 WATERWORKS DESIGN & SUPERVISION ENTERPRISE IMKSMCUITIQNWTTH INTfHCOMTl MENTAL CQNSUITAMTS AND IICHHOCflftTS INDIA PVT UIJ P.O Bai\ 25$ I, Addii Ababa Ethiopia T«H.25IH $HMItWlSWFax(L25m 613571 E-mail m. wd^dKOni nd «Abstract A contract agreement was signed between Construction Design Share Company Geological Survey of Ethiopia io conduct geophysical investigation (refraction seismic survey and Vertical Electrical Sounding) at Aijo-Dedesa and Camera irrigation project for dam site investigation. As part of the agreement Vertical Electrical Sounding was conducted at 10 points at AiJO- Dftfcss between June J 0 and June 20 2006. This report presents the results the geophysical investigation (Vertical Electrical Sounding) conducted in the area. The interpreted resistivity layers are generally correlated with the neighboring borehole togs. The thicknessof the overburden is estimated to be 12-17m at the spillway and about 3m at the dam site. At the saddle dam the overburden is assumed io he very thick (greater than 40m). Electrical imaging is recommended tn addition co the planned retraction seismic Survey. 21Table of Contents 1, INTRODUCTION.................. -.......................... ........ Page ........ 1 I . 1 iS L - ■ j ■ l ■ ■ ■ ■ ■ ■ ■ ■ 1 . E. I -1 Location and AcMUftjiliiy....................................... 1.2 OBJECTIVES... r, GEOLOGY a ran ri rri IB r. Ha III - FB !■ |l IB ■ BB ■'■ a r. . r r, I ■ ■ tJa ■ aaaaar - - h ■ - J. CEOrHYSiCAL SURVEY.,.,.,..,.,............................... -....................„• 1.1 SURVEY GRID AND VOLUME OF WORK. J .1 raaa■ ■ ■ ■ aaH+ B ....... 3 3.2 VERTICAL ELECTRICAL SOUNDING (VES) ........a.....,,,...,,. 3.2.1 Instrumental ion and field procedure........... ......................... 3,2 .2 Dna processing md presentation... 3.23 Daia quality..,, , „.. r iiiir1iiaiiaa rrrrrvwaaa i a a • ■ a < 4+ DATA INTERPRETATION Spfcll r4.rir....B.ii..B.Bt.Lj ■...._<■ Dant site, Lett bank. ,,. B., „. aj. Right bank ■i irr ■ ■ ■ ■ .. .... . a. - „ 5 —.5 5 .6 • » • t tri a ■ 4 -4 > » ...« SL CONCLUSIONS AND RECUM M FNl> ATJON L ■ — - - ■ I! B 'I. A J * 9 a H j j j , r .7 ■”■■■** ....*201. Introduction 1.1 General LI.I Location and Accessibility Ibe investigation site is located in lhe Oromia Regional state, about 540km fro Ababa, geographically bounded by 36 38’SO E — J6 41 34 E and 3 32 34 t 2952 “N (Figure I.) Il can be accessed after-driving about 4€0 km along Addis Ababa -Gore asphalt and all weather road. Turning to the right al 46£lkm from Addis Ababa, about 80km dry weather road leads to Lhe site of investigation. 1.2 Objectives The main objectives of the geophysical survey arc ■ To determine the nature and depth of Lhe beat Tock - To estimate the naLure and lhe thickness of ihc overburden - To dctcrcninc the nature of geologic structures if any 2. GEOLOGY ™ » ^-sed by ™k„fe TOls or „.Ml, BwehoU that. basaH and trachybasalt are 1hc dominant rock son the | c fl bunk f lhe right bank, however, trachyte is the dominant rock moderately to highly fractured and the fractures am g ne O[> C ra|| ru ° nunerab of different color, * L I I k tfroure 1 Location3. Geophysical survey 3.1 Survey grid and volume of work Vertical Electrical Sounding (VES} was conducted al 10 poinis, Two VES observations at the spill way, four VES observations al the dam site (two VES observations on the left bank and two VES observation on the right bank} and four VES observations in the saddle darn area (Figure 2), The following table shows the UTM coordinate of the VES points and boreholes with their elevaiions. Table 1. Coordinates of ihe VES points and boreholes with their elevations, Arja-Dedesa VES No 1 2 3 4 5 6 7 9 10 ADI AD2 AD3 AIM AD5 AD" ADS'. ' ADS2 EASTING 242437 242560 243084 243129 244858 244620 244352 .'41079 '243287 243264 243048 243103 243166^ 243226 243313 243602 243070 244259 244748 NORTHING elevation ■ remark 94I861 1368.9 941729 1377 6 13+2 4 1329 1357 2 1359,2 1ADSP I 242360 942397 942340 942446 942505 942738 942962 942613 942549 942315 942299 942370 9+2525 .942643 942642 9+2371; 942853 942503 941725 L33R 1324 1323.6 1349.7 1 365 8 13383 ' >347 1354 2 1377 3 3VAHA LEGEND J f VES points • *“ Brehole location! -------- Dan axis Spillway -- ------ Saddle dan j Elevation contur \ River I3.2 Vertical Electrical Sounding (VES) 32.1 InUruaifDtnllon and field procedure sdoftn made TSQ-2 Tmumitttf. IPR I0A receiver and 750 W motor generator were used for the surveys The Schlumberger array was applied for the investigation,. Ln this configuration MN (potential electrodes.) are kepi fixed and current electrodes (AB) are moved outward symmetrically tn steps At some stage the voltage difference between MN will,, in general, fall below the reading accuracy of the voltmeter in which case the distance between MN is increased (Figure 3). The maximum current electrode separation was limited to AB/2=22O-3J{>m due to topographic problems, 4—-AB2 ----------------------- ------------- AB/2 A MN Fi&un: 3 Schlumberger aniy configuration ] 3,1.2 UaU processing and prr^nnxi^n The observed apparciti ressjuvtty far cadi VES was nln,i« , p -iLcci 'agaiusE hill" scparalion (AB’S) cm double logarithmic paper. Approximate auxiliary point inelhoJ was imiolly applied on ihc parameters (resistivity and ihiekncss). S V 'Jrrcnt elvc trade Jam forThese layer parameters were used as initial model for more computer assisted iterative interpretation to obtain the final layer parameten. Ftnally, the VES data are presented as geo-electric sections using these layer parameters (resistivity and thickness), The geoelectric section of the spillway, the dam site and the saddle dam are presented in Figure 4, Figure 5 & 6 and Figure 7 4 8, respectively. J.2J Data quality. The data quality of Vertical Electrical Sounding generally depends on the topography, orientation of Hie line, ground contact of electrodes and instrumental error. The ?Wjo-Dedesa dam site is generally characterized by nigged terrain and ground contact of electrodes was poor, which is assumed to affect the quality of Lhe data. 4. Data interpretation Pie interpreted VES results are presented in (he form of sections (Figure-4 to Figure 8} and also summarized as shown in Tables (Table 2-Table 7). Lithological descriptions of the resistivity layers are taken from borehole records in lhe vicinity of the VES points Spillway Subsurface information for the spillway area was obtained from two VES observations VES-1 and VES 2, located in the north-western and souh-easiem pan of the sp.Hway ' respecnvetyfFigure-^ VES-1 which is located m the north-western part and relatively at lower elevation display^ tour resistivity layers (see Figure 2 and appendix), The top layer, with 12 Ohm- - .... and thickness, is assumed io represent the top thick soil horizon. The 1u rtsssu* */ •"* second layer having 9m thickness and 22 Ohm.m r„ls(ivi(y is , gravel. The third thick (50m) layer that is characterized bv ire "•itrizcj by lhe restirivily ' tOC{,mprise may compose highly weathered and fractured bus j . 3t At the bottom the resistivity raises to 77 Ohm-m due (£l Jw rt. , . and fraciunnif of the basalt. 6 m$W NE LEGEND Figure 4 Geoelecrte section under v£S-i and VES-2, Spillway, ArJo-CedesaJ z LEGEND Ell'ty fandy Clay to PMXier*t^iy U««thvr«d t^achy buUl hfahhr tracJhy- buutt bitvrCoiUatvd vttJh ftlty S«ndy Qf«v*L hiQj^y frKtAr«d and vttHwetd trochy basal t □ Figure 5 Geoeiccric section under VES-3 and VES-4.Right bank VES-9 and VES-10 are locaicd in the eastern pan of the dam site between boreholes and ADS ( Figure 2). Four resistivity layers are delineated under VES-9. These layers exhibit very high resistivity values (1460-8700 Ohm-m). Thc borehole log ADS describes that thick trachyte body underlies the vicinity. Fractures observed on the trachyte arc filled with white minerals- The high resistivity obtained suggests that the degree of weathering and fracturing of the underlying trachyte is less in the vicinity or the fractures arc tilled by high resist!vily minerals like silica, Figure-6 shows the four delineated resistivity layers and their possible lithoLogjcal description. VES-19 is Joculcd at relatively lower elevation towards the Dedcsa river (Figure-2), The four layers delineated under VES- ID are characterized by very low resistivity compared lo VES-9. The top 1.4m layer having a resistivity of 15 Ohm-m comprises silty clay. The second 653 Ohm-m layer is 8 7m thick . This layer is associated with slightly weathered trachyte. The third layer which is characterized by low resistivity (5& Ohm-m) is very thick This layer is lithologically interpreted is highly weathered trachyte The rise of the resistivity to 195 Ohm-m of the bottom layer indicate the decrease in degree of weathering and fracturing of the trachyte wnh depth I I [ [ I L Saddle dam The Com VES points of the saddle dam area are distributed in 3uch .. w j Way two VES observations (V F.S-J and VES-6> conducted along ESE-WNW ori cusrem part of the saddle dam. The other two VES observe.™ vrLc, urteni«d south V t^-7 jjpJ vpc Qv follow the NE-SW onmtcd North Eastern part f o (hc Five and four resistivity hyere are displayed under VES-5 imj (Figure The lop clay Layer is Im io 4.?m thick. Underlying 1,5-2.Im thick grave) dam (fiI l L L L I L Right bank VES-9 and VES-10 are totaled ip the eastern part of lb* <Um “Cc between hcreho and ADS (figure 2). Four resistivity layers arc delineated under VE^-9. 1 best Is y exhibit very high resistivity values (1440-8700 Ohm-m). The borehole tog ADS describes that thick tnehyte body underties the vicinity. Fractures observed on the trachyte arc filled with white minerals. The hi0) resistivity obtained sugpsts that the decree of weathering and fracturing of the underlying trachyte is less in the vicinity Of the frattUPta are filled by high resistivity minerals Lilcc silica. Figmc-fi shows the four del incited resistivity layers and their possible IjUieilogicai description. VES-10 is located 41 relatively lower elevation towards the Dedesa river (Figure-2)- The four layers ddinwud under VES-10 arc characterised by very low resisti vity compared in VES-9. The lop 1,4m layer having a resistivity of J S Ohm-m composes siity clay. The second 6S3 Qtai-m layer is 8-TTti thick This layer ls associated wilh slighily wealed trachyte. The Lhsrd layer which is characterized by low resistivity (5® Ohm-ni) i, very thick {45m). This layer is JnhotogitalLy interpreted as highly Withered trachyte The rite Of Lhe resistivity lo 195 Ohm-m of the bot«im layer i nd Lu ulo the decrease in degree of weathering and fracturing of thetrath yle with dt-pth. Saddle dam Tht tour VESpoi^of iho sadd.1. dam «« distributed m aufih . - ■ wo VF5 (V ES-5 .nd V ES-C! JllU^ alQ(ig b s E_ w N q v ^tempifl of the saddle daro. The oilier tWQ YES obrtrvstio™ VFX- r follow lhe ME-SW onenred Norih Extern pan Qf,hc R ** ” 1,1,1 V ’ S a> Five and tour nesisLivity Ia>eTs arc diiphy«d under (FilpWf 7} The top clay tay^r l to J 7m thiefc ls m l.S-i-lni thick gravel. kt)Low resistivity (16-17 Ohm-m) layer of 32-34m thickness is interpreted as sandy gravel/ highly wealhercd and decomposed and saturated basalt The bottom 50 to 75 Ohm-m layer is assumed to comprise 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 gravel/highly weathered trachy basalt. At the vicinity of VES-7 the fop 0.6m is covered by silty sandy clay. The second layer from the bottom is 76-80m thick. It covers the northern part of the saddle dam. The resistivity of this layer is between 36 Ohm-m and 44 Ohm-m as observed under VES-7 and VES-8 and it is interpreted us highly weathered probably saturated trachy basalt. The bottom layer whose resistivity varies from 93 - 137 Ohm-m is assumed to comprise moderately to highly weathered basalt. IIFigure 9 Geoelecrlc section under VES-8 and VES-7. saddle dam. Arjo-Dedesa iTabled Interpreted VES Results of spillway, Arjo-Dedesa VW-I Layer No Resistivity (Ohm-ml Thickness (mJ Lithological description remark I 12 8 Silly sandy clay Hop soil) 2 22 9 Silty sandy gravel J 38 50 Highly Weathered basalt 4 Tt Moderately to highly weathered basull VES-2 Layer No Resistivity (Ohm-m) Thickness (mJ Lithological description remark 1 217 1.2 Crave 1/ weathered basalt 2 2JM 2,7 H 9b H 3 229 7.6 ■b H 4 37 33 Highly weathered trachy basalt 5 170 moderaiely weathered trachy basaltTable 3. Interpreted VES Results of Dam Aiis» left bank, Arjo-Dedesa VES-3 Layer No Resistivity (Ohm-mi Thickness (m) Lithological description remark I 2487 1.3 Moderately -highly weathered traehy basalt 2 3923 I S.9- Moderately -highly weathered trachy basal l 3 774 40 highly weathered Trachy basalt intercalated with gravel J. 2355 — Moderately weathered trachy basalt 1 1 VES-4 Layer No Resistivity (Ohm-ml Thickness Im) Litho logics! descrip tion Fremark 1 17 1.7 Silly sandy clay 2 770 25 highly weathered Troche basalt 3 420 16Table*. Interpreted VES Results of dam ails, right bank, Arjo-Dedcsa vta-y Layer No Resistivity lOhm-m] Thickness (m) Lithological description remark 1 1957 0-8 highly weathered trachyte 2 8700 2.4 Moderately -slightly weathered trachyte 3 1460 21 highly weathered trachyte 4 8314 -- Moderatcly-sJ i ghtl y weathered trachyWRhvolitc VES -10 Layer No Resistivity (Ohm-mi Thickness (m) Lithological description remark 1 15.5 1.4 Silty clay 2 653 87 Slightly weathered trachyte 3 58 44.5 Highly wcaihcrcd water bearing (saluratcd) trachyte 4 195 ■■ Moderately weathered and saturated trachyte 17Table 5, Interpreted VES Results of Saddle dam , Arjo-I>edesa VES-5 Layer No Resistivity (Ohm-in) Thickness (m) Lithological description -J remark ---- i —--- - 1 32 0.9 silty sandy clay 2 M 3.S Silty day L— 3 221 1.5 grave 1/wrathcred basil 4 i? 34 Sandy gravel/Highly weathered, decomposed and saturated basalt 5 55 -- Highly weathered basalt VES-« Layer No Resistivity lOtim-mj Thickness . . (n*J Lithological description remark 1 7S - 0.7 ■Silty sandy clay 2 635 21 Gravcl/highly weathered basalt 3 nr 32 Sandy gravet/Highty weathered .decomposed and saturated basalt 4 75 Highly weathered basitltTable 6. Inlerpttted VES Mcsults of Saddle dam, Arjo-Dcd«a VES-7 Layer No Ren Unity jOtim-m; lluctm* ■mj Ldhotaiticil darn priori .______ __.. reirurk _______ —— |r------------- --------- 1 61 2 522 3 4J 04 Si-ltv undyclj i l It < itjvc 1. •* cjittered ir.tch h.w .d! 76 l!ij.hL wc-LihcraJ rrjch hii.ulc i------_ - -------- 4 J 117 — MitdcraEriy tn highly ivejEkcrcd hiiMAlt v >s s t j-ycr ttmliviE} — T ’ ThiukELCXii 1 iiImk.^iL>il -les* ri|iiii)ii remark, No <rKirfii mi I J 1 ■■ ■ JOl lr> •H ■ m) a>7 Sill, tjiiil, rncl ■ ■! L HO ll.^hT, ATjlhcrcil Li i%_hv H«kj|| M'*ktjiel .■ in higjil, tcjlhrrcd li iih b.HMlI * ?4. Conclusion and recommendation Th* Vertical Electrical Sounding (VES) conducted in the are* delineated different resistivity layers corresponding io different lithological units, which arc generally in correlation with the neighboring borehole logs. From the two VES observations conducted al the spillway the overburden thickness is estimated lobe 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt. The over burden st the dam site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of Ohnvmeters indicating that the bedrock of the dam silc area is slightly weathered and fractured Of the fractures are filled with high resistivity minerals such *$ silica. The results obtained from VES-4 and VES-10 suggest lhat the resistivity of the bedrock at the dam sue decreases towards the river (in the vicinity of the flood plain). The saddle dam is generally marked by low resistivity (16-44 Ohm-m), 40-Bttm thick tomiation This formation is considered as soft formation and the relatively hard formation which assumed as a bedrock at saddle dam area seems deeper (about 40m deep at lhe south eastern part and about 80m in the north western part) The unerpreicd VES results Jo not show the presence of structures such as faults and shear zones Rech) mme a d ittofls The authors recommertd Electrical imaging survey in the area in addition to foe p]an d seismic refraction survey io get reliable and detail subsurface information 204. Conclusion and recommendation The Vertical Electrical Sounding (VES) conducted in the area delineated difT rerislivity layers corresponding io different lithological units, which are generally correlation with the neighboring borehole logs. From the two VES observations conducted at the spillway the overburden thickness is estimated lobe 12m - 17m. The bedrock is assumed to comprise highly weathered and fractured trachy basalt, The over burden at the dam site is very thin (about 2m thick). The bedrock is also marked by very high resistivity that is in thousands of OhnvmetcTS indicating that the bedrock of the dam site area is slightly weathered and fractured or the fractures arc tilled with high resistivity minerals such as silica, The results obtained from VES-4 und VES’lO suggest that the resistivity of the bedrock at the dam site decreases towards the river (in the vicinity of Ute Hood plain). The saddle dam is generally marked by low resistivity (16-44 Uhm-m), 4O-B0m thick formation This formation is considered as soft formation und the relatively hard formation which assumed as a bedrock al saddle dam area seems deeper {about JQjti deep al the soulh eastern part and about &Chn in the north western pan) The interpreted VES results do not show the presence of structures such a5 faults arid shear zones. Recommend alien* The authors rreommend Electrical imaging survey in the area in drii ,. .. _ a T;™ . L j’jujiion to the planned seismic refrxuon wvey lo get rchable and detail subsurface ihlbrnuhanAppendixr-r L RMS-error 2.5 10*4 |___ ~ VES'Z ARJO-DEDESA Sc hlum Derg er Configuration No Res Truck Depth o_ £ > is U-J OJ or 1 217.3 1.2 12 2 294 3 27 3.9 3 229.2 7.6 11.5 4 36.6 33.4 44.9 5 170.6 ■ 10*3 10*2 10*1 •— w-*o ...-1■ -----------------------------------------------------------------------------1...................................... ....................... 10*1 10*2 10*3 Current Electrode Distance (A0/2) |m] Spillway; Ago-Dedesa Irrigation projectDam site (left bank), Arjo-Dedesa Irrigation projectRMS-error 1.6 T(M VES-5.Saddle dam,Argo-Dedesa —1 5chlLimber.;er Configuratiqn No Res Thick Oepth 31.0 0.3 0.9 13.6 3.B 4.7 221 2 1.5 B.2 17.8 34 7 409 48.0 ■ 4 • Curren! Electrode Distance (ABT2) |m] f / VI:S-5, Saddle dam, Arjo-Dedesa irrigation feasibility study4Appar. Resistor VES-8. Saddle dam, Arjo-Dedsa Feasibility studyAppar Resisthrity lohnrrj VES-9, Dam site, right bank, Arjo-Dedesam irrigation feasibility studyAppar RfiSisiMfy (ofunrl VES-1O, Dame site, Atjo-Dedesa Irrigation feasibility %iu<l\THE FEDERAL DElMOCJLVTIC REPUBLIC OF ETHIOPIA MINISTRY OF WATER RESOURCES ARJO Of DESS A IRRIGATION PROJECT FEASIBILITY STUDY G^eological and Geotechnical Investigation Part IT - Appendices Apptndi* G: Piezometer Installation Detail Mnj WATER WORKS tNnRPRISE Xcim Wdi4 w T el 051 i I 014501 «, 515*^ * - " mj.l „ w d J - Ct netT lH STALWOn* ®S^* 0^1—“* “ a rvc ♦« ...d "JE-l-Ztt Ar|o- D» d'■ si* TE rdgfc+fioin. ' || raudMiiiirr <oc <>«■« ■ i f ■ PTe«drrie<erTEiYtiTTilTcn P _ at BH AD4_________________ L tMpMrt.F/7-JjUta^agaajjI L.—■—-—PIEZOMETER INSTAILION AT BH-AD7 Stttl psjw pnflt Ground iiirftee Bentflfiita pjuj Blind PVC i'-Sttam Clean frafftly und bjeitfW W* Twblt Sbtttca rue MOma UaI
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