M.. R, Lewis nd Haro.d C. Schwalén
Transcription
M.. R, Lewis nd Haro.d C. Schwalén
REPORT ON THE PROPOSED IMPROVEMENT THE ST DAVID IRRIGATION SYSTEM COCHISE COUNTY, ARIZONA JANUARY, 1930 BY M.. R, Lewis AZ q63 I 7 L6;7 nd Haro.d C. Schwalén PI1OPOSEt tz'duqtiqn 8t. Dav1 t o th ke tbei *44on a Fxeriment k- LttQ4 and repo L9iO by 944to:i to t I da criptopy 0 ni cutir4. and tion: $a Fedr Watq tri 1c preir ; j e Courtty oft eor cote: L ftenCe$ *$J,t:Qed o aboe San a i nioft he nXted Statee Geo:oica1 Sen 7e& A1*on , ,ibihed () The from gtudj 1p was.. *às&btiitte, :,ed hrZest.n 4tflfl aJ ot. the nubor o yae.r ag . er Wt?* was 4on uxid; of Arizona $oc adm * t1 nited. Si&teø Bureau f $oU#j ugieeriug foatur W. the n4. ob8eratioiis ot he tb o f 'bø crtpt eport bø1teea to b'e. been; ,ptten, by n unsige4 Met.. Ot 3) Th tø th pion&L '$iOt sedge of oet and Ls the W3 preP *&Ofl t 1hts repoxt.. der diseuastoii & tbi3 the i1ciL1de Ø £1 and Curtis ditches i tbe: A fiL se V4%ry 4th& .. the itpQ ure*u oS oU o Usayte. te* tepztmen4 partaent t $OM oU the $oj 3i.rey te Bni ea rjna the sOutU i the e 8ün Pedro Rtr JjJe7 iie$ Fe4e,a1 $tata Q *QU t fl. i1 ti. 4ei Of th 4a 1e1y 3 b*U1b &)OO *4 ;Ln S . siet4m o se4 M this are* St. 1itd tn L7V, tound t obstør The r &i e Xrcs tk eab g. heonde ith !hiCk th o &. !!8U tb c to theb th 3ottthe'r. ga t up ø 31'G$ th ie31ey tbout ot w)2tCb Qfl: o'ug 1O!P 3t eA The 2 is iread rax& ent iU be ?eq*ed to j ø buiiho i4ttv r t1ts ø 4o rv$1*; :Øtb trirte t 8YitO 'n'd above s being Anthony as po tiae te d y c1ay 10Am t *a go4 a O' nl* adctt$.o 0 dip4 Fnd. ViC by a and kbot Q p. eeourv nnuJ ra11 ot as ts 1ong, &ya between tr & 'ow&ng 4 Le dat4 given e bi% £ probab1r t1t &h bó tiiows n a:sureci wata bupply better nd 14g)aew te1 he Zr agri coamittee pal .. t*dti Q.e3ud4 ta Peoommd tha*t a ElM eth*te t to roMmand*t &f /4 b1* etto O buh thic hum, 3500 bei .imatee are k iø partLeular gateci $tnhJ2g ôaap u1ati J:fl. exce the eap pars gat pr shoui4 be a if he *&ofl$ 4e tural ad e 0 has thri igaton. 4tohee Tho Iowa 3 Ictown a* tb Benson. 07 Jo*eae tcb Thts eyska ks* * aowse on.cretO and i* thl*ø th Zzt 1tLOfl the t cos any hs4 Uon per idute, iA a 23 b p U 3ctja. epbutappe 1t tbe ie* te* *fO* the *v ta period n the , I * ts enson sy ø4 *$ O t ;U±Ø Mt *hw '.ow the V: .tJ(. 12 S*:rt om i tBenson abo be St 4d rth t* t: *ft*' er FLg. 2 *s te da1 fjoo men It des4 U moderate £$ m i3sb ud Augut) wh L *ibe 4r*tt 1:h dro 0 dsaa and M 4 4ø: dttoh. The mit 3 irrigat undex th1 iiystem et th& tiat oXten r wili a)e edeâ water La t ti crops. A per*snent beadin which 0! at8P houghQut %1e ysr i: the vital. ot 1h .$t. Pai4 *osr&imft p 'I / 4 - . 4 '1 . i: r ,' 1 fJ' ;? I1 ;, : , A fJ : : r' 'i 't' 1':1 I4J!J, , ,t1 , $ i I Ii '4 i, : . :' ' :: ir- L i'if k' F?': 144 4 t)&k4J't: , I'III A&L tI ' itIi ' ;i!;, a . ii ¶c j .' , : !:,' F;1I ' ' [ , r ' L ___f___- N .J. - '?i ' I/ ' ¶V 4 FL : c-L:.: r' :i--.-: bEAIl : Sh1 I ' JLr - u'L1I -'L1i .1 'p'r , F - --..- a 1r 415 t ' St - : ,; ''u't: IJliit1 . w n rr __--_'---.____4 ' - ;:: I :' J F - .' -- - -- ! ' 1 -- -7 I :L Q.- - .;. . 1.,. .-'f_.p( , - '4:1. '- 4. _1 -= : r Il -4y I , i , .JJ r b %I P\4.f11 ' I r, I I ' , ! ! 1 r tr '- ' ' ' L ,' :' . i ' - 0 I 1I . -' $ I, P1! $2 :t_-U i p'I I I , I r I.4 J'fj D jIJ i: 1 ,, r - I -'ij " , L L 1,rr - . 1 I ': - ' L . ; 1l _J1 &: ,$ k r : iJ ? i e11. ( J r j , 'b" r S :? -J " 4 I Eric : !j1:1 , 0 . fJiiJ ii.1 ' 4j ; I4A r,. 7 E4J t. 4 pi .--- ,ri:: ; ::A ] : t: rlr' i9}i.A- .ff:i b1t . '?J i' LI hi- I r Li.,;cri UI ' *:[ .:.;- I-i 1b)r : 1;: 1' i;L ik t_h! 1m p ?''- cyrr i.;;:z! r : ;,. \' N ( . U -. L / 6 , r , tL tc . t 4i rs tebe 19 $i1i4 Pd.1..e opar wa3 ennt1 WJPp U f by *oath eS uper end t th ite has iii. 4 Ô 4aed U 'ab 14 exi,.ii t4*df ' 1 . ditte . 4!L Xt t 1: Gilt 1. z&na aftd *rØ:age. pt1 on a4 p1.es *. *nd v&te4 area nd a;i* eor4tti*A. red to repre iM tine s ;a.g- in I t. t& 192 Ct4yat evoa]- 4 ytci 253 ctvae4 .Cz'óa. be Pflous1y eu1ivated ch 192i av&d 4Y2&ted ar'eaga ?reviousiy cu1tiv 0$ iam bee ad ttchea S Co*pany 1ib2A4 &rea ci: etcasio* f a eStimted .t.t O iOO acres mig o4i and Lrigated. under hQtb astem, 0 th a th being t rie4 tha any expeadi te** LgLt& bøei rk the canal tbi on thc time: *u4 I h lCtL3U7 th ai'e. to be *ecur.d fro* unc s44 ba L thougir b *pp Curt Thvid rp 'been a J3 btauea ne of t2u *u%h that et t4s repoz to tku tgattcn of these iLrbank a ce Cu heading 3aton thai gs st ox i4 ne I tt at 60 1 ai $ v* it .tou3 d i oun4 sand w thmth'4 .tot but. s:e (, * b 4z' * At ó11ct k 2 *eeó p. $eoor eOdttte.. 0 E / ANDAND '/_i 'S AS DATEt N YAS'SD 55 '" - 'S C""6' - N @ S, U 70 N A 7S N SEC 75 A JL'C770)V AA S/IETCH OF LOCATION PRESENT ST DAVID CANAL I-lEADING A tV D CAL IC/lB OUTCROP ABOUT 2'/i MILES ABOVE -SCALE '/Z'/Oo' 31. 0.LEw/s U) JAN /3 /930 AC. ,sCNwsqCef-( tane of' te groud the $ edge Z$dg e Ei3 tic$4 x'th d i4 the ; d .a :øa CCI) MIç ,. :0 a 0 . '-p -4, h L 11 : I.1 II II I I : I Fk , ' ?_' ; 1 4 I;r i I) ,J I ' I . I , J i f F . -' I( 'V ,! r .4 r :: ' "Fl t' - . 4.. .-' I F.' FF I I ' , , L F F k rI F L f ,I ::' 1'' , ,F .'.. .. ... r- I F Ii 'F : L 1 L F Fi. Fl I F , rh F F, - , F F ,. F( 4L ' - F I F ,I Ill . r , L1 q f .t . 4 I I I,., I . 1!E $j .% tt'.F' F! . ' f '; , - t4L I r! 4r' 4j . 'F, , , .½ r F ' t ht'' l 'P.i; i L . r ' r .1 r 3 S . F , F \ F : ' ' b4 ' 4k \ F' . ; -. F - - -K -.'-,; .!i;F::I. !Li tL ) F4!IJLI F.F L :r i , :' . '1i èS" F FI L F 1F .., v y r$ flIJIR,k!P : '1E " F q I IIIF.I * !Fr I ','L -- 4': : : '' 4tii :1', £I , ! ,L.4Jy F Fl . I i s:,.'..a- ..'.ra"½ iLi )r F ti ' f:Tir ri I I 1ii , F :i t'; ': #Iii '!l,).r 4 U.. :ç#-1 t% r-,,,, 'F -- F , 'L. , 1: ; 4Fk i,r :d.-!4 F 1 I Fi 4-. l. _' I.., r . I' Y r -,--,---...-.----- F 4 / - -',- r4I ;ç; . ,- #. : £ t;.4c : i. --,--- I 2;:- h :J4": 1 - - -. -'-I I . 4. ;c _fr . L ' ;4,-L :1c ': !j---;,l1 . 44 : - 4 P I' ' it $ p fl -.. --:1. *? El ,; :' I Ip ffk:r !t I . $:.:' ' - ;. 4 _a : - hf - . 1 V '] - . £I,,_ L. r ii . fi.' A f c _, > - - w:: ii 1_I ;,, , r 4 r* !_P_ : ':-L., r 1_1L L... ------ .- i____ A :4--. ' 1.-, g 1 ' 1 .: -: I ', ' . ' - fjr ' r Lr - ' -- , 'r : ' -A 1l1._,1_' ] A b.* -t 1 -' I oj 5p.41 ). k0 $4 ,+,, ( . ' : fl vt, .4 4$ +' 0+' r4 T *JO DIVERSION DAMSITE SAN PEDRO RIVER NEAR FAIREANK ARIZONA IRRIGATION DEPT. ARIZONA EXPERIMENT STATION eatb ad roo and th aid. ofriee anyfr eted btwey iI& 0 passing ihe pive ±L' during AQU oncrti t6 vould b. c tite o *ugg$t.d erSin4 O. ti d te&*t avai1ab by th .e&t*tely deetroy i co*pe rrtopped the earth tU. woil.d. with: constrot on, 4 baøj ot M con tl ?*i theiie.]wa *as 'that not. *ø* than 20 and tea* ca1eopló quastiorte1... e po3siLt it any irge together SO? 1ø *Ok: The that at Od time th* Wa3 * chanrit to the east ot the cc o4crop on th. t id o be mad availab1e. Other 8ei*a to b. the. piesent w&yer chann wa3 ex ch*4 b.dr of whic óhown On th aap r**e 4 flo r int egth eou.]4 crops evident .on the s$Uway large proportion at the posed earth daa *u1 test pL of 24 feet .r4 a .411o4 hols to a & of 52 p$rón by in&t.: - wo'u . c1Qgo to Li tha ea to Wti*t he founded o he ti* ønd 4 the Oring the eptUws4y U i OYrflV et iaUa be b*at on an conSolidateti Sodationj tou that the pnt ciannel. & would endanger the r thea best tte i* .asib1e BabiUtti the. Qld hi I*eou% it 3$ 4t that the earth da* * rt4s t the data if mul be the lower $ it would requtre the xcusion ! ivsra1 is po&4t. but ouand ot yards ot ro* on cttr To. prssnt th .iv.' boe *tting vow4 the daa ont* ..t ou4 require j1t *rneat rtvei' 2, prct&on be az'rie4 i the ve to * 0onstdez'eble dietance The pro1. &b to .tre euftteien piUwey o em of conveying the, wet o* th* da* A' th rirat haU' &]e b oud probably 'wean . a very long ' phon 4cm the AP *r17i*g, VCr s vt 414 and t.n stphordng &oroes th6 ALong * beiw Both itiethods ouU be Qu1 . penstr4 'with the 0er n$L*r': the dtsarding ot this *tjons '" ozended Con fail e* ?ig. )" exoeaei. !or this eason it te pIble to lowa the ditob the upper p ,ton a..' the Giu,ti d... teb .t t t. Bite of the propoaed new heading4 By aAkig the intake of the ditah * e]evation 80 as shown n Fig S an oiiflo. weir 2,, ight above h* prssent i'vr 'b.d. wifliev* water floW intO skitob., ig t,h crest at l.tion * e.nal.. 11 be : t Ls. beisved that a d**: *8 at thi* 3eotton. the.. : E thi .&. earth. ez.t th etio) 100 rufl$fl ro the high ground. to 3t tO th. rook dge 4]3 be Outcrop t iit'e The new headgate woui4 top jtj. tie4 ito this ei1k*izn? a* the ditch through ft The o this plan im zost open. to quest mt n. yhich the is on the eptUway capa4ty for maw .'flood.. 'rom evidence on the ground .it 'Oiss ee'air. th*t yeT ttt1e it any watD pau. '.rougb the gé4 . £1ood. The. vatton. 90 *aè of the. present óhannei uri..g... th en channel. through weh the 'good pas 26 at elevation 74, Th Oross-i'Ootinl. arat apparentl7 isis thsr 2000 Ev. jujiuiiuuuiuiuuuiuuiuuuuuuuuuiuuuiui IIIUIIIJIIIIIHIIIIIIIIIIIIIIHIIIIIII I1100IOIllUhIIIIIIUhIIIIIHhIIIIü IllllIOhIIIIIIIIIIIIIllIOIIIIUhIIIll IIIIIIIIIIIIOIIIIHIIIHIIIIIIIIIIIIII IIIIII0II1IHlII1I0IIIIIIIlIII1IIIII iiiiiiiiouiiaiiiiriiiii;iiiioiuiiiiii ill IIHIIHIOIIIIIIIIIIUHIIOIIIIIIIUHIIOIIIIII IHUIU 11111111111 IIIIIIIllIllhIIIIIIIIIll!u 101111101 IIlHIHllI0IIHHhIlII IIIHIIIIIIIIIIIIIIIOIIIIIIIIHIIIIII IuhIIIIIIIlOhIlIIIllIlIllIluI011II IIIIIIIIOIIIIIIIIIIIIIHWI 11111111 iuiiuiuiiiooioiunuu 111111;! llhllHlIIIIIIIII1Il1lI0IIII1III11lIlOhlII lI11IIIIIIII0IUhIIIIIIIIl1II1IIIHIIII1lllIlll 11111111 IlIlIIIIIIIIIIIHIIlIIIlIIIIllUIlll llIIIHhIlIIII0hIIlIlIII0hI11luhIl [011111 IHhlIlIHII1IlIIlI1l11hI0lI1'lIIIl10I0I1lllhI 11111111 III1IIlIIlIIIIIIIIIIllIIIIIIIIHhlIII1 IIllllhI1llIllI0IlllIIIIIII 11011111 IIIIIIIIIOIIIIIHIIIIIIIIII 1001111 IlIlIlIIIll11IIIIIIlII0I1IIIIllllH llIlIIlulIIIIlIIllIHhII1IllIIIIIII lIllhlIllhIlllIIIIlIUhlIllIlIIIIIlIlI IHOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I1lIIIIIIIIIIIIIIII!IIII1I11II1I111IIIIIIlll0IlI111hlIU11hIIHhIh1IIU1lIIllIIIIIlI11IIII IlllllllIIIlIlllIIlllllllIIIllIlIIl1Il IIIIIll1llIIllIIIIIlI0II1llIIIIlII1 lIIIIIlIIIIIlIIllh1lIIIlIllI1IIIIIIl IIlIIIIlIIIIIIIllhIIIIIIIIIIIIIlIIl1II 1111111111111111111111111101111111111 IlIIIIlIII0lIllhIIlIIlIIllIIIIIIlIIII Ill1IIIIlIIIIIIUhIII IIlIIIIIIIIIll IIIIIIIl1I0II0IlIIl IIIIIIIIIIIllI l01IIlIIIIIII!III1IHIllIIIIIiIIIIIIIIIIlIIIIIIIIIIIIl 1IIlIIIlIIIIIIIlIIlI1LIII0lII111IIlI11hIIIl1I II1IllIIIII1lIlI1IIllIIIIIIIlIIIIIIIIl IIIIIlIIlI11IhI1IIl1IIIIP!ilII0I1IIIIIIIIIlIIl 1111111 IIHIIIlIIIIIIlIlIIIll1I11IIIIIIIIl11hIIIIIOhI IIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIHIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIHIIIH lIIlIIIIIIlIIIlIIlIIIlIIIlIlIIIIIIII 0hIIlI1IlIIIIIIIl1IIIIIIII1IIIIUII0 I IIIIIIIIIIIIlIIIIIIIIIIIIIlllIHI0I llIIIIIIllI1I!ilhIIIIIIIIIIIIIIIlI lHhIlIIIIIlI1l11IlIlI1IIIIIHhIIIIIIIIIIlI0hIIIIlIlIIIIIIIIIIIIllhIlII I IIIIIlIIIIIIII1IIIIIIII0IIIIIIIIIi! 1111111111111111111111111111111111115t' liii JPU, mU IiiiIUUhUiuuUUhUUiiiIUUUiiUiiUiR IlIIIIIIIIIIIlIIIIIIIlIlIIIIIIIllIIIIIIIIIIIIIIIIIIIIIIHhIIII uiiuiuiuuuuuuiiiuiuiuuiiiiiiiuiuuuii: JIIIIlIIuhlIIIuIIllIuhIIIIIIIIIIluI lIIlIIlIl1IIIIIIIIIIIIIIII 1IIIIIIlI IIPIlIIIUIIIllIIIIIlIIIIIIIIIIIIIllhIIIIIIIIIII IlII1IlI0IIIIlII11I IIIIIIIJIIIIIIIIIIIHIIIIIIIIIIIIID IIllhIlIIIlllIHIIIIlIIIII 11111111111 IIII1Il1IIlIllIIlIlIIIII0lIIUIIIlIIIIIlllIII1IIIIIIIUIH1IlIIIII IIIIIIIIIIIIIIIIIIIHIHIIIIIIIIIIII IIIIIIII11IIl1I1UlIIIlIlIlI1Hh1V! iiooiiioiiiiiiiiiiiiiiiiiiiaiiu IIIIlIHIIIiIIIIIlIIIIlIIi!IIIlIl1 III1iIIl11I0hlII1IIIlIlIilIIiIIIIII I11h1lHIIII11lIIIlIIlI11H1IIIlIIl11hII10IIIl0I0HIII11IHhIII1II0HhIlIlll111IIIHhIIII0IIIIII11hIi DvErzsoN DAri ri ' U U 5T. DAVIQCV12T15 DITCFIt3 CocHISE Co. 5CALe--J : U !oo Ft:bRuAR'd93O I I 1 C 4O U U 135 U E,ccivote *o eIevatort° 90 head Sake CLIrfj5 'C,i U F U l:aI4-L cmbankrnent to e kvaf lOUD., wci on ,t()) ., Z iu t U 00 hi " Desicrted by# Mr. Lewis TrQcedby '- N.L.Peck . In a 9 n Fl I, 'I Fl U a 0 I r 0rsI1i+j Ljb 1#IiU J_1uldJ J-- Ia :1 a 11 a a 0 ( 01 ' LI1 LI GIL a I :1 0 C a 01 pjj%ø10 I rI], UI IL , ? 1 I I & ut LI L 0 a 1e Lo du:t 1C II C I ILr,L r I Ll F U IL UI I IL a C 5CALè "A IL I] JUl 1 C _______ . Aii±. a n°°t 'a .---;---------------- 1 11 I IL r, -IL ' - Or- irt 4I : C .1 r- - Clu u 'LI I! I I CA IL I a 10 1: ILo: ILL I . I I LII IL II1 IL 1 F:' - 0] IL I L. I h ClbL apron "i' a ui;ctk 0I C 01 I ' F ILIL , - ,, UI I \ bed I d4iiI, _.d= = 1iB DID I a LI C F flu tqh IL Feek1. 1iadd ihr H Designed by '- MR ' IJ! Tiiaced to C L1 1tnq TheI 48' iIm 9,4'C.t()CD lfl I a f :O 1()%lqFIY 4'C..to CD U Itc rnL4;ing L!L1tIL I -'---- C ;. Lll.IL IL 1 14 5teel se1- pi.Iin9: 14 U :1 ,rli(tfiiL n ' rE B UARYJ, 1930 I, l' 0500 lF _i_1 : C cyT$L P1TçHE5 For Dvizsioii DAM OIL I I CocrilsE Cc ILL 51 DAViD'S IL; LI 1JyI I m ornOunt . 3het itDE h reode d Il onçi et . in concrete I CJ a 0I.th:: Stei fl*ouchhtIes in sIee pi1n !IlI D k D (i:ç J,r,rL I Prb9be pC)SitC)fl (4 r(er b Ir, I o4 .1 f LI 1: 0 LI U U we isw* the4 * feet of s.a t pS&C *f th flood sectionai, sr tak the $e bed W&1: e'odsd durin tb tQ)t*Oed. during the : aas ttian .3 The mi!limum vieible ro5-ttonai area .f t1e hnn1 sfter th orkø oud tÔLU be at thø oap1et.ton .f th pzc.poee present. eid vouid be 1noreaee4 by about annei. ivoia)4 contió the 'th* $,$ed wo1$ te prob1e&tioa *e poflt Just what point. øettto aaaity the pro- The própoae3 the b3a$ of a flow )Jze at e vttorz 97 three feet i*low the top of the earth .ebirkrnent an. .Ftre f*et th tO of th r& fl. feet O the a1Lroad t tne we5t eid of the uz. th oapady oF the spiilway wol4 be frow 7Q the. .8nsin f rui for wer havg to oc,000 . Thi: .esat je 3ueh e. of height rangn. frost eIght to so feet. Aditedl7 there ie. o. .fato qf 3eFety for ihat e $eptembera . by the f1,pçd greater thafl. . gr*ter good would probabiy destroy the al headgate). the eu'th fill at the .h.adgate., and nak a new hana.L here the flow opoeod titeh 'would '11*. It thi3 should happenS new ove etr oLf the ty* proposed herein, fo the *SIIt Lyex' channel wo1d hate to be biJ.lt the ew benr&4 and a n oaniL .alng t* expo$ roic heyi&in provides For the hW4ie t th,e eaat4 .Ar of the other pro-. n the river is ubje't to an eoual trutio by an flog ithout .a good a. poe.d lana aU1nr For oonstrttotio gt.er risk of caoe For erma4t nøtrutio 'there&fter4 øf Curtis Dtoh If thi$. plan is adOted the thirtie dItoh. *Ui hare to be rebuilt e lower grade or approxt*tely 6300 ft and e&.arged fro them or to about the north end ot th. Eoq$.Ua Lan rater rant .M thftt. point the dropped to the p18Snt .St the St. David *i'ea. i1 djt,oh, If the de**xd tp jand end the tax' .*tipply ae round to warrant it the Ourti* ditch ma be xtnded to cover additional A David. I: ltestJe to following thi QLd Curtia flteh would be to con- tirne at a highex &evation and te ó$er tA, keep the ditch in ].oaer to the edge ot the *ua suitable g'ound and to make *oxø near1 permanent siphon insta11eona. Ariother aaon fQZ proeiing this s native La that t would cover o'e otr. <uxt&? Egtjate4 Cosl$ Data ei not el or a dose estina%e t t, cst o ropo6e4 inproeae*t, br that reaeon, th* rollowing estimate itu.* contdere as only onghly representing the actual coat. the .3h P1Ung 4aL, 90O0i **. 5# )abbr 441500O 500090 p]1aøing Oos*cret. cu* yds1 at, 121,0 5 i4ntoing, stiø1 ,16,Q0 0 At $ ExCavatjon ZO2!id$ at 75# liwey Al 4O 3000 Q ('used j.n artb elbaJent) 20GQO ,yd3 $25 90d400 'Cotgxts 25 6Q 32,400.00 itc 000,00 Kead-gate z.caUon. or upper 6300 teet 4QOQ yds ¶t 20# Entegirg c1&toh ie1o. zn4 $,000o00 phofle Tote tftigeiiets 15 1).,50O.00 iO *1j,20c.0 Giand ota1 $45,600.00 4nomiç :ak1t he etimted CO't Qf $4OQ 4isttbUted over the UOQ :&'Ø5 of land which h* been. irrigated. .*otm4..' to a tttle over 4i per acre. Zn 4istriet ha!iig the very long growing *e&son the 'reasonably good agri cultural soi1 end the nest and sxes:t narkas cf the San PedroValley tht* charge pe itere seems vei' moder*t. under consideration are' *e hae been oLnted. out the roved and hav9 been trrtate e exit..ice Faa*. *1' ho8. hoses are builtj. roaa and The: people LtlriAg on. ht rart* ae experienced Ig'at.d agrcu1tur o't the region ni ar a particularly home-Lcving people. *l these e.ctors maó tha propos4 'iach eore fóasib)e than ands at the oâet per .sre prPJeot taking .in r . On the other band, the 3ttlera in the area. haye been:. k a desperate fight against thø 4vr for many yeai's and. 'o$s u'bia Dit have had no water since $epteer, ]26, or the re*so oie ftnaneia],. help beyond the usual sources of credit probab]1y will h* ne.ded to get the proposed ou. cOepet.d.. The :ty ha a 'long' struggZ agrit ad.ree ctrcutance and *oi1d .1!0L to be. 4*titie4. to .any .financ A hea4ixg .tor the S can be gr.,:.ted the* David. ditch 'irh4Ii could be xpeøted to be ate tn s aaor lOc. caa4nt be cn3tt'nc a re&sonab:Le 4Q$t 4 the. Ther ta below the Cuti* .jte ieøt $'te is 'e on4thle. exe. o irr&gated lan u4er the rtis d'tob whch atist - 23 be poytded with a* irrigation syate* if it ta n. reasonably aafe &tveraion d* and heading can be b to be ibamdoued. A t at a qost1 which or all seemS to be witbin the ic000*i limit of coat fact' the aroa. lrea$ons the proposed dftrersicn daw and z'ecotstrwtton of the thirti a ditch is re0oaiiflde4* Locl ond1tions and the possibility of sec ring the *etti**nt of ad i4$onaL lanO *uat govern the ex nsin r eloation of the (iirt&*. ditch to eover sore land( The 'water supply for any new lsnda woa14 b 4ted t.o flood wte aa the low water iipp1y is not nore than rnifficLrn for the lands already iated4 ry. 'rbs report it mad. by thø DiirLsio of Agricutural Engineering Lte4. Sts D.pa:rtaent of Agriculture and. the irrigat&on. Department of the 1Jiversity f Arizona in reaponea to s. '2 quest fPr i.esiatanoe by the peopLe o $ David Coehse Coimty, Atzox. 2. The t. David area The. ea in the valley ef the .San Pe4ro itver o'un..ty *ae fti'at *e tIed 1877 anci tiiL large in he hand of the direCt 5iceeore of the eriy :sett1:, sake every effort to grOup :}io t*n thefr bomes 4. The soi1 4iaatc and market conditions are very favorable for a prosperouS agri ltural ø*mmunity0 About UQO aot'es of 1an Me e trxigated in the pest rd it Lw belied, Will again be ars,ed if a sure ste sLupply La 8eCUZ'ød, The present St, Ltd System La unsa ta'tory becaui* it doet Z4 o% make poetble tbe whøn. there t'r. ds in the $js Septeabar, 1926, the dttch has been, t t cotsso dtruotio of tb. ba4works r the flood of that month Qfl aeeoim4 t the A of w*te during. any fi ater si tjes wtier veD is not eatisfactcxry al.lr area eei* to be evailabie dtv.d above bY the fioquiX as Cattle OoEpany 9. se.. sho4 dunn April., Maya. and part The water supply of each year if the te .eo*pany again dvert* water abo as it the pa.et na&ubtfui if the cattle compay will ebuild tt gation. work t4 the former extent but a definite cecisio on that point lQ Xt $ riot been made. 11, 8vera3. alternative plans tor d.touaed. improven$n* of the system. set .forti fer no4 reco*mending them, A plan tote a semipermanent structure at the resen St Dav14 is g1ver overflow< M tb (urtt3 The Tiavid .f the flcting type is reoonunendd foi the tch irtia ditch L1l haive to be enlarged ta .mj,y0 Thø cst of the r*omend ).6 the b*115 * U:OO 4We$ ó e Lz be'ed o1 S fl is f. 17, The couunity probably 4l1 need aoae beyond thø usual. sn'oes credit nd $ees to be worthy ot Such heip Mt extension of the trrt*ted area od water oily finanil assiStance gbt be rntde on the ba $art k 'Oregon 2:ric,r '?*ine4e ana r z'"o etiotL ½g Co1iege 4lis1 Oegoz ter of i,rou and in acordancø of th and th t1 your nnlet he ir *e X au sndLig fie at the (htrti ditch, ddition4 Z $n .sewho.t the epm'way apaoi øf the da as tb' ,arro gorge between th t&1anc and tb.e *ailr'oad tracks below tbe Ctirti $ite a4 feet that we should sugea4 poaibiUty of build ink, a weir type dens across t)ø w at the point where the qid outlet of th aiphon was 1oc A dam acras Itere wou'd ha'v. a crest length of proximate1y 240 f.4 4rom rock o. one st4 on the other side. would of urae necessitate Iding I *r more feet of 'dditionai. and the expense f' the d at t a lo i* woi1d be considerably acre,. The elimination of dtko I the island ta the rook cliff on the aast the first side would, howóe, by e1iminte nd offset to ome . ,xtent the differens n. 'o Profe*ao Saith is on tc t. a. . Grands Valley and tD Phoenix 'L aiake inqe of the Indian ervies engineer 't Florence as to itz4 their coet re tn tb corutruction of the small arid on bi way bask & laterals with e. a shor I understand that they have two email shov'ee working on l*terals An the C*ia Gand V r and a tkr greater r)ortion f their work will 'oon be comp1ed te ma)' be posibi1ity o.f c1eCur1n ee of thesa smaU thovels for th on the S Dav'id canal4 Iz ease 4he informa$1on Dr Smt aecute t Savor&le X ehaU te% yow know *edietLy, V H,C. Schwa]. saoeiate Irrigation Epgineer T'te &bve utter 's remived to gjire prt was tred and is ttached I am in aeox'd. sugge:attc OOCUMENT s THE PROPERT' 'Of TE NU M BE DEPRTENT OF L '' ACt - + AO1 AECVED )t I ô. . R Lewis !NIT1D TZS DE?ARTM)NT QF CUI4TURE Pubiie BidS mTiiQn o 222 ?oat Qfietce 3uild.thg Agt4u*3 .Eng(neing. .rke1sy, Califorj4. April jt) l91,o r, thL P1umb, St avid Canal, ppyj ZQ St,. Day4, t ?1umh Th R, Lets of thi. ;ttahed report prepred by r. sor H, C.. $waien of the niversity of embodies the ieult ot' 1nvt>ion3 ude by tben Djvi1i ad Pi Ari7on iil by L . L$Qr &rd aui Ewj r ta tio destaad that this iepot is 'tiot fjtLhed details or actual detailed. aurvy l*ations. 'It is prud. tiat y' will empiy or have a thib'le aetent engineer to th detUls of the plank You will eport from th engineering side in that it dois not give The aim shouU be to keei' the crest o the diversion tem s lOw as possible It is probable, at so that t will be a littla oi exiv to contru.ct a mew canal thn to eulge the present one. I would auggest therefore, that e. survey for the enal b& .tarted t the lands o Sint David &nd extend 'pstrearn to the pOint o. dIversion, taking tn as utuch of the Curtis a land as is feasible without .'ain the 'dam at th.e 1. etd 9f th anal to toO' great heght. plan as we have outlined thea csl fer a atber mirtirnum amount Of ah outlay rnd a rather znxirnu amot. of -labor.. e feel that the. peopie of Saint David can 40 rnuch of the .work and therefore by' this plan it will be possible build the works and canal with . relatively to all Qijt1r.y oZ. *oney all your attention, to the fact that 4he wish $.irt David District is a part,. as you' know, of the larger'.. Ch&rletou Ir'igati'en projat 'Before orgari%ing the Saint Dvtd people into a district to build. the works outlined in th enlosed reoort, it is mOst desirable and probably e.senti& that they be reLtevo'd of their obligations to the Gbarlcsto 'Thi: only be dane by pying off the. GbUgatons Ditrict t tb. Dsjt and aying Th*n *e people' t $*i. di COuld th ani a em coapn, e some o to **wge sed. thet e.4*.. iay at an7 tiae, and *ake, hic Z ou1d itrongy azid other iu$ wo1xed ct witu Lr.igatin satt*. that t4 bet to 1 gZedly an* e * rou TMy w. cLaughlin oaite