ING ee ee IN THE . Supreme Court of Illinois, Aven Term, A.D. 1913. LA SALLE COUNTY CARBON COAL bus ent COMPANY, Circuit Court, Appellee, La Salle County. v8. ee Honorable SANITARY DISTRICT OF CHICAGO, S. C. Stough, Appe liane. Presiding Judge. ABSTRACT OF RECORD. EDMUND D. ADCOCK, BURNET M. CHIPERFIELD, Hie | ATTORNEYS FOR APPELLANT. “CLAUDE E. CHIPERFIELD, FRANK J. QUINN, | or COUNSEL. BARNARD & MILLER PRINT, CHICAGO. s . . bt SF ay 39 det tad 27°75 eee: eH THE UNIVERSITY OF ILLINOIS LIBRARY From the library of Harry Harkness Stoek Professor of Mining Engineering 1909-1923 Purchased 1923. 558.2 L352 Digitized. by the Internet Archive in 2021 with funding from University of Illinois Uroana-Champaign httos://archive.org/details/lasallecountycarOOunse 4 ‘ ( i " 1 h 4 . i . . ‘ bf re ‘ ” 1a + i 2. a 5 hep emg 4 ; ‘ 1 et ‘ ’ Vu al / u ; tPAy) i; ‘ly ey v A) "4 , Pe. ed At Ae te vad o- Li ge i Lr Pg é zd Ae vy Fy # ‘The Vis aT) ied nae? : . fi Ae ‘ ¢ ity a i * LQG l =\ LY 4 { 63 Cp L334 INDEX. Page of Record. Pemameniata.deciaration (first) 2.4 so... 6. ob. ads cam ele 0 8 18 mmendment to declaration (second)..........0ds sees. cee yas appearance of Chiperfield and Quinn.... 2.2... 6.0 cee wees 27 Appearance of all attorneys except Chiperfield and Quinn ea ENCE VET een Us oa 417 eMC Peete DOSILAONS 6 cai. ek odoin do od +s eo vives Bivins dew bee 1237 PEER COR CUSHEAUO TING DS6 012 (0%0 51557 aid oe 0.6.4 0 o.6'aio win tev eae oes 2787 eee a omOie Cleric FO LOCOLG.. ace cele ews oti ay a Scones 8 5049 Condition of crops before 1885 evidence stricken.......... 1807 SmEPGLOl VOUGO, POLILION FOP. oc... soso + ois non wn ess siemmcsys 46 Shame of venue, motion overruled ....... 2. .eesaswcwentiens 44 Caapeomoreyenne, bill.of exceptions... 2... .ee.csv etwas 46 Demurrer to evidence, close plaintiff’s case................ 2646 Demurrer to evidence, close of all evidence............... 4553 Demurrer (see orders of court). NRE, CMR TOMES diosa G9) e's Ginas is. oi vid sus) cisely: gh dw canis wen bg eg 4513 Seerieiner S850. Certam lan dsia. . «sei du qerde sim eine eek fs iccale 2583 SRE OG PORTE CALE TOs 2.1 aise o'r 252 vin Sa haVHs suginn'e gages since 1237 Depositions (see witnesses). Deeds (see exhibits). Deeds, objections to, stated..... iene tlelicdie iT ea eheia BS nee 529 Page of Abstract. 10 18 11 11 25 1008 1008 26 1008 1134 1135 1137 23 22 1071 14 24 23 1109 32 257 600 1136 341 14 14 14 545-6 1004 966 503 257 87 11 Exhibits—Plaintiff’s. Pageof Page of Deeds: Exhibit— Record. Abstract. 1. Young tol. CP CAOS CG. yen teas eho eens 440 43 ee Ban rn Oe 0 oer OR Oe en ern A A RS es iy 450 52 4; White:to 1) V2, C200, ae .ctra cane oe eae ieee ere ee 456 56 5. White. to ciavieC wont sn teaie ce seen ieee 2 eee 462 59 6. ..Wicker=tollVe COACOrameweas eh ccs sl ouiem whats pe 468 63 1. » Dolley tos ly oeGn Gott te 8 aa orate ee eee ee 472 66 8. Neustadt sto: sNeustadte... i <0e eee ee ee 476 70 92): Neustadt tovlV; °C; (Cos. . 3c co ces fee ener repens 484 75 Pantenburg-to* Sale. 22 hc oa seer ee nei ee ree 2172 406 2: -Charter si. 8.10: Co Gy Co. as cence ee ence 417 32 10.0 sPhoto-sspull way i..f2 ee. satis tite wae ee eee eee 601 96 11.. Phototcontrolling: works ©. woe oe ee eee 602 98 12. Photo Jetterson:street: Dridve:) 3.5 es) ee eee 603 100 18. Photo drainage channel). .26 ee ee 2509 490 19.. “Photo Bears Trap Damii¢-c2.. cnc e es eee 2510 490 20. sPhoto, Windage “basin 72) vate 2511 490 13. \Irwin’s mapoe ets oes coe oe, ee ee 818 184 14, Cooley’stabulationg: 222) tse 4 ec een ence 2252 427 15... Blue “print mine sissies. 5 oe et eee eee 2296 436 16): Blue print -uniongmines <2... ewer als ere 2297 436 17. , Blue. print) Rockwell mines. ee eee 2298 436 21.. Claim for damages... oa ay < ccc re eee 4843 1084 House document, 83 pages, 187-193...........:... 2270 432 Plat books pages 24% oc ses aan eee ene terete 2282 433 Book 300, miscellaneous records (Young’s will).. 2314 444 Tax; TOGELDES) c:iis. 5a nia e's ceee een ce opener eee alee ee 2302 439 Exhibits—Defendant’s. Maps: Exhibit— 22: MtaLan OL WIBCONSIN:. , wees eer eae weit eee 2790 598 Os? bale OL UNCIGN A at shoes cic eee ee ee 2791 598 Ae me LINTOUS yt Pea ois yee Oe > eI ate ae eee 2792 598 wo. Watershed’ ...°2000 52 cietitnseieies a he trometer nnieee 2793 600 262). Urainage: districts. "“i cece «= vise ie eee eee 2951 640 39, Hennepin drainage Wistrict.... vrs eee 3168 702 40° Partridge ‘drainaresdisiricis: vi ocr ec ere 3169 702 475 Bast: Peoria drainave districh, 72.4... ote. eee 3170 702 42, -Sprmo lake ‘drainage district...) oon Prarie woll sOfagInave. CIStriCt.c cine sc mcr ss sins «ots 0 PN OA PABUGSIUR COM CISEINCL ate sy less baie 0 nie nas ¥ erm «u's PITA] GraiNave OIStTICh vs sxc s ecient as ss dbs et e.s.0) INGE WOOP AINA CGS GIStliGh. 5s veg ssid, chs aihataue & Piette CVG Oral iStli@h «20 cls wis e's apse ecg oe Seem cUme Cd rainNa ve Ost iGbs assem ces a.» kiss s Wi eee es EO me TOC TArAIM AIG TCISLTICL. cscs aes ss oe cen Os Oirera noon drainage. CIStTICh. . ced sre secs 6 ohn ees Haren slough dramage. district. os... nna e sine MEE SSE OLL SNAPS ate ae e te alan «Poe Sop we ates # ake Paes EL AT Se ity el Sata wore s arele eia 8, Sin sp nicer spe shay tm PU Gasper AA eC AT i yere ei ec Aefers ie. 6 soln alesse soe 2 Dil Pan etait ale ar ta ya. G20 «5's vs sare Sothink Se ie POSS EROCEECIERUEEEC cen ee oe cco oars fayes, < wea veais's ss Ons HOCKIOUs GLAU Leoginttihs «sds vale Sa sw Ae os ct. « RIG FAG) aitinileg sap eh = Be 8S eae a oe ESR AMUSO MISE Oe BUIV OY 1.584.520 bie ac sce 5 bie a eo ate eG me ANOLON een file cin’ cfe tia isa es aa ss een ees Mien oa SE CEC meee ted etewe, SAVE ICR wig tied ae hates @ Santos. « we Photographs: Exhibit— 27. 28. 29. 30. 31. 32. 33. 34, ee EMOMBIOIELEI Cl MN One Les che ea cise ee ue eee cab oe oso Rie Pere ISP PVOL ON Oxia em i sh es ew siete 8 wlcavate wy iste dics ree ASOP LCG ON Orie eta he's cial oc som okels cone eins tte IOV sym POMO DIStTICLs 2 sate sie ie ate wath. ois wiesend ahs tree ws Pee CEL CCL ULL CIh loc sn. = ace oe 3130 689 Financial statement (envelope), Exhibit 38............... 3132 690 Evidence as to condition of crops before 1885 stricken..... 1807 341 Finding: ontmotron to tax attorneys” fees... sna eee. se eth 5044 1135 Miles insevidence (see: pleadings)... :..2+ uss. 4 see 4995 1131 HOTS OLPVErdict ox Le. % + ais teie, ona ale-a). ctw slete alaios eeemeseg ene 4793 1052 Instructions, peremptory, end plaintiff’s case.............. 2646 545 Instructions, peremptory, end all evidence................ 4553 1004 Instructions, plaintiff’s given.............. cee 4747 1015 Jastruetions,..defendant’s - Pively, va. => gut. . cm eee 4756 1023 Instructions, -defendant’s ‘refused... 2... 0. ore ewe) toes eae 4771 1035 Jurors accepted: Conlson, George: Ws vs -ate's<.b oarale cpanel inten Seer ee ares 291—296 Damnlap, ‘J ageieent .: s oes) heer t tia via eee: eee 224—254 PEW IV OT) 'a) o Wares a. oe .+aaore estos women eter Ge far ora Sete eee tee 174—204 eran ikon bwin) lis ete ee ete oat eee Pe eee 156—164 Gotch, THOSSS cise. nes cckec cts pets ee caine fete alee 341—347 GyBen, sd Asem sot Oa etek ths eis aoe Re ee ee 169—200 25 Latigan Mae ehetik ete eae teal eee eee ee 329—334 MeBlroy ss Wins eights sector a wae | ane cee ene eaee a ee 145—176 Sehrumpihy, CO. Cet eh id cae eerie eee ee eee ee 241—250 Voipund od. 25... tae Sta ee ee eS oye ee ee 308—324 WEE) AR BSN rr ars: Gas Pee TMi train iy feels nc. 219—258 W aber lin gy ABs) :o5 5 ae ee peeete oie erat naary aes eee 298—316 Jury sworn. Judgment on {verdict (in record) .-an vnc sae oe ee ee 110 22 Judgment on verdict (in bill of exceptions)......:....... 5024 1134 Judgement on verdict, (exception: tO), i5.5.5--..-5. eee ere 5024 1134 Pageof Page of Motions: Record. Abstract. Morieavawo tile ples, nul, tel, GOTD a vena casaccatare $2 116 24 Pec eroe Of VON. adnan lash. 89s 6980 Wer ladies vege 49 14 For a continuance (taxing attorneys’ fees)........... 4824 1074 For judgment non obstante veredicto................ 4808 1068 RUM BUEN Me eg win on Sh ilne win eg siete sky 6 ek ee 1129 1130 Butters, cA. Bare cs. 6 veces Sincele hm arate ay ee ne ene 1123 1124 Dun dan, GV. lie Bhs d 5 v.03 6 eto Sia > a eke ee els teeane tee pee ee 1100 1107 Gaincoln, © B.\ Bjic ene nn dns pe + atte 6. tos Sea ene 1125 MeDougall, Digg cies cee tecie «trees oes he, sr nee eee Fare te 1126 1127 Q?Conor, Ai dae. so. - ova one CRT Tate Se 1119 1121 QlDonnell, oda Lins cs ccterien tees ei eee ie ye 1081 1091 Witnesses—Defendant’s. Alger, “Lows Pitta ~, <<, sais sow ceo Paveretares havc aOR ea Neteller eee 641 644 Batry, W. Sse een eae eee ee OP Oe niin wt hdd A ai ee 860 861 Parlclor, Vern cis. acscsaves see eee eee eas abt 912 912 Bentley, Whe es denn tele core ce can oa eee eee ee 615 617 rent.) Ll, "Teese igs o de.ald x aie ane cared tat ah Nerd to A 786 BBTOCK WAL ECA fikvics aaaei shane oda oe ee . 927 928 roster, -W. Esi sits ota vend d opnaye we Beale ove tees Ret ace 915 916 God ys) ON VEER we adie « cad PAAR as Aalndk nete ee ae 880 881 Cr Ptiss ly 2) steacsie ch adhe oe Soe adie a = stig ole oth ale aa aba al ea ee 954 Daowesre, Geos. ae ae am aad eviie wee as pee nia cee. 664 668 Bgan Di ie ates eaten too.0 twisted wie 0: alr ale aie git det aah or a noted 949 953 ix W itnesses—Defendant ’s—Continued. Page of Abstract. Direct. Cross. GND Eig p yee Spek ooh epee ee rererreshdened se 6 920 MIP ORM CCG asso ete o nr rec rer erie kere tees epee 675 678 RNIN COMI ce, en gis pd koe a hele Giule pis Fire e ee 836 838 ee nS ee oy orgie eager ere reer ees fe 841 843 ESL SSE ae ar a a a 961 962 NERC ORM cette ele hoe Cone ore w gle nist yl ote ote ere peut ¢ PP 629 630 I NIL CGPMANR ats Eta ere oo Baa SFIS ae ogc es oe be Hass Fhe es 686 RRR EGER Meg reread Ape etre osn'e ose ips pe odie e Pek whe Pee 627 628 ERNE a een 5 OU oss ole ss pithe'> oy © ic our bible grees PAGO 638 641 IES MEE CRIMES tee ofsi a 5a )o cleo = one Fats o ge np steer ee Se 696 697 EE EOC os as Ss rp rhs pre's be oo vi Pole Ses oes 555 565 SE FR OEE Oeaoie' s We ices toe be ek feo 85 it nes Pee 941 942 RePeMOr SS OLLOG ewes ep ees rate es he has aussi he oe oi Pee ee. 932 ene Ee ATO rl cs oe sds regs doe R eR ea taeNs oes 8 830 833 eMC SUN Peis ea pins b= she lpg sien e bas oe > sao bs 618 622 NE RESTS lg ge idan NO SE are aia a 741 744 Hossack, H. bo Vie Seki ge eee ee 934 935 REE Pe M EE sete ce iteisile tad vga er 8 seas sig ts e'sivs owee ses 963 963 MMIC SIGN oN ey a tantey's 6 gr vc a o-y vince se ele v2 ees 6 2) 885 886 MOUEGOM EI Ge roar est esc tres thers reererersesvers 793 795 eR RSM feet oe ciel y visy ee ss ¥ 2 f tt V0-08 09 eo 0 04 0 EE 949 949 RT SUR attr fee os ie sce esate des tcunsss 857 858 Un CEC ere (gs ele d bp tse fot vs esp 4 69.0 4 olan «8 859 859 SRA URETIG ls cig chats pp ree et scr Pet tt es ee ated ta pane vies 866 868 NT ety clefting s overs fis vais 34 9 «.e'ly'n soa ee aka 720 722 RP ENV eet So's a esr se eie'c 4 ees + * Ont hae 623 624 ET ee hy ee ngs Pyle dead eg wedex tes 636 637 Oa A Basha snes mieceeun pie Le Ge ates 872 873 Leach, Warren W.......... an aeae Mae el 4: ates ee eee 663 664 SIE Srey e085 0% 20s. ov cos, e( ur ece, i dat v's BFE ae ee bate 882 883 McAndrews, John ....... iors uur eir tt Se oe eae ob re s 585 592 NPE PERSE) oe as 5 etn s op iba goss fos eS ase Che @ 905 906 SEs ae Tn ale eet souls ise es sas ea wate ek 936 937 MINERS RUM Seg erste et coe eGo cy oe eg > ele ees y's es Sha <> 09 8 791 NNER MPLA MULT tees is sons clin s Ask oes t Male sieiv e's a oak Vd dicta an 749 REPO Coys G0 - Givi Ss weg 0 81 geese share ehive ei puts a shew ard a Oe 943 944 MESES EE ast Spe hse 6S ob daca ade oak otis ten a see 875 876 MM cra telat, re o.0 5.0 ¥ vise aip'edees main s Voice simus hack > 645 653 fo. AE Sg Be eel Ie et en 5 Sete 895 897 NEM LIE eae eg rsa tie aiaisicls «ty Mitta ens aituu' sie Ue mutes 887 888 EMEC Let oO Seat nS oe ages ona. wine aha igie ¢ 4-8-9 esse phe se e's 653 661 x Witnesses—Defendant ’s—Continued. Page of Abstract. Direct. Cross. Moynahan, Thos. 315.05 tx ss co% 20 tev qtt sees (siete eee noe 745 746 Mosier, -J. (ise ocr tate ood kins sa Sea ae a eee 822 827 Mossbatk, (Wien vs45 2 caine i500 5 ch thai Ses ooo Nee een ee ee 890 892 Nicolet, Chaswehi. oi... <05 3 Ce ie ds PS a 850 852 O7Conner, sCormelias. ys 4.05 tebe asus at FG Geen.) oonettet 747 748 P6beYSOT, seimeivies siete jee st Eee sere Oe eet yeti Reutoee 565 POWrIG; WWINY Sean att PER Eh ee ke coast cee ie Cpe ee 631 635 POWeTs We sie te Se as 2a 0 ae eee ee ee eee 819 819 Pusey, © Wm.) saat ob es be ee eee en ee eee 938 : 939 Quigley, Joe! 2.2 fers leans ose eee ee dae ee 879 880 Richards, I, Wisc. sina ieee pn eee es oes aye Se ee 722 724 Riggs, Grant, 5s .'ssheg see ee ties « ah oe keene tes eee 625 Rowe, Uhos.deca.nes PEUY Cay ae eer ee ee See tee iy ee 661 663 Salter, John 05. s.'s 0s. «ete gah aie als aos saree ae sane eee 848 849 Sargeant, C.GD?... sree ks 2 vie a at she nun + 3 attest ann eee 902 903 Pargeant, George «1.60.8 as eb ssa ov sce ce colts etoe samen’ 948 | 948 Strawn, Ws (Dig ea. ees aaa ane 8 os ween eo ae ae 945 945 Strauss, (Bertie tcc ce eas vend soa tbe t thd een hee eee 874 875 Shannon, Robert’. ve. 0-- 42 cas icee acer © pate ees 679 683 Stempfel, Emile? . 2. ? 601 Exhibit 2 to the deposition ins wi case. h | as ra a] ol bad : ies A virry aos - a 2 La - : oe oi ns 2 - 2‘ = ar pal =r yer. n ° - ' cr a 7 as 7 - v a ra 2 giz? > 2 a a | > , ae . ‘ Me Len ee iW ; Thee, iy ita . ; iy sites F thy 3 * % i P a a i ee *® ~~ +y » Pore : f = = = ee a ciliGts a - a - o« 602 Exhibit 4 to the deposition marked Exhibit case. . ae a! > “2 ‘ re ae Hit pnaat Gb Re. UNIVERSITY. GF (LIONS We ee 603 Exhibit 5 to the deposition marked Exhibit ; ; cage. : 4 i ie Sr me rey 3 4 fii (uhaRY - UF ihe URIVERSITY GF ILLINOIS 604 605 606 607 608 609 LOL Cross-Examimation of the Witness Clarence O. Davis by Mr. Quinn. (Deposition read by Mr. Chiperfield.) I developed the plate in every instance that Exhibits 2, 3, 4 and 5 were made by the printer. They were all done under my supervision. I was there at the time. The printer would watch the frames and hand them to me when they were done or sufficiently printed. I was told to go to these points February 26, February 19 and March 2, 1905, by J. L. O’Donnell. He was the same J. L. O’Donnell in whose office we are now taking depositions. He is an attorney in the City of Joliet and the only one by that name in that city to my knowledge. They were taken for him. I selected the points at which they were to be taken. I was told to take these things from points of view which practically I selected myself, but it was done under their supervision. Mr. O’Donnell and I had a conversation as to the general places I was to go. For instance, he told me to take the spill-way. What I mean by that, I mean he didn’t tell me any definite place; just told me a general view and I went and made that of these different things. There were four specific cases. He told me to take the controlling works at Lockport. I selected which side I should take. He showed me a little print of the spill-way and told me to make something like this and then went down here to the bridge and he says, ‘¢‘ Just take the canal north from the bridge,’’ and I went ahead and did it. I made four plates. No, I think I have six or seven. I will not say exact. You have the plates used on these oceasions. Yes, I did show Mr. O’Donnell two of them. Mr, O’Donnell determined which should be used for the purpose of making these pictures. I used an 11x14 camera. There was no doctoring done whatever of these pictures. For instance, ‘‘dodging’’ is retouch- 6.L0 612 613 102 ing. I developed them. They went through our regular form of developing. I was just engaged in this work on two or three occasions, March 2d, February 19th and February 26th. I was employed by Mr. O’Donnell to do this work. I am not paid for it yet, but I look to Mr. O’Donnell for the money. (Signed) CrarEence O. Davis. _ The plaintiff then offered in evidence the deposition of OpepiaH Hicks: Direct Examination Read by Mr. O’Connor. My name is Obediah Hicks and I reside in Joliet; have lived there since 1862. My business in 1862 was building and repairing canal boats and dry dock. My dry dock was in Joliet. My firm operated canal boats in the Illi- nois and Michigan Canal and the Illinois River. Since I lived in Joliet my residence has been on the west side of the Desplaines River; have lived in Joliet all of the time from 1862 to 1900. For a period of about ten years be- fore the year 1900 I saw the Desplaines River every day. The condition of the river during any of those years in times of low water, particularly between Jefferson street in the City of Joliet and what is known as the Rock Island bridge south of Jefferson street, in the dryest times there was practically no water. Oh, there was some in the ponds, but no running water going over Maleolm’s dam down to the Grist Mill. I knew the dam that was former- ly on the Desplaines River near Jefferson street in the City of Joliet. It was dam number 1. In times of low water, during these years from 1862 until the Sanitary District water was turned into the river, the condition of the Jefferson street dam, prior to 1870 was dry very often. After that it was not dry much. I know where the race-way at Norton’s mill in Lockport is located. I 614 615 616 617 103 know the surroundings. From 1870 up to 1900 water es- eaped from the [llinois and Michigan Canal and flowed into the Desplaines River near Norton’s mill. When I say prior to 1870, that there was no water flowing over the Jefferson street dam, I think in every summer, four or five times during that period, probably I observed it. At other times of low water about six inches flowed over the dam. I was acquainted with the condition of the Desplaines River before 1900, north of Ninth street, north of the mill at Lockport. In times of low water it was dry. There was no running-~water in the river. There was an island in the river south of Jefferson street prior to the making of the Sanitary District improvements; two, in fact. On the north island near the Jefferson street bridge there was timber. I don’t think I ever waded across the river between Jefferson street and the Rock Island bridge. I was acquainted before 1900 with the Illinois River be- low Peru and La Salle. I observed the condition of the river there in times of low water on one occasion. It was ’65 or 766, I can’t remember which. It was at what we call Tree Top Bar, at that time, a shallow place in the river. The depth of the water in the Illinois River there on that occasion was ten or twelve inches; some places deeper and some shallower. I ascertained the depth by wading in and seeing teams draw through it, hauling boats up. The boats were towed from Tree Top Bar to Peru. I should think about five or six inches, somewhere about that. That was a flat bottom boat made for lightening. Cross-Examination of the Witness Obediah Hicks Read by Mr. Chiperfield. IT am seventy-five years and ten months old. I seen and observed the Desplaines River during the time I have lived in Joliet. Occasionally I have seen it very low. 618 619 620 104 That was occasioned from the fact that no water was com- ing down the river from the Desplaines River. The Desplaines River rises somewhere in Wisconsin. I can’t tell you the location exactly. I can’t tell you how many square miles are contained in the water shed of the Des- plaines River. At the time I refer to it was an extremely dry season with no rainfall in or about the water shed. The Desplaines River at the time I speak of was very largely controlled, as to the volume or stage of water, by the amount of rain that fell upon the country above and upon its water shed. These times I have mentioned are the extreme low periods of water; they are the ex- ceptional cases. These times that I speak of occurred in an extremely hot and extremely dry portion of the year. There was some water coming down all the time. I have seen great floods of water coming down the Desplaines River in times of extreme rain, It overflowed the land sometimes half a mile wide. The general depth would be two or three feet. There would be places much deeper than that. That was the general depth. There is a stream known as Hickory Creek running through Joliet. That stream at times rises very rapidly. That stream empties into the Desplaines River. I have seen that stream pour- ing a great flood into the Desplaines River. Under those conditions, at the widest point, I have known the stream to be 500 feet wide, and of a depth of three feet. It has sometimes overflowed a large portion of the City of Joliet. Sometimes caused considerable damage and great inconvenience in the lower part of the city. In conjunc- tion with the Desplaines River it would ultimately and eventually reach the Illinois River. In 1870 the canal was deepened above Lockport, the Illinois and Michigan Canal. It brought a large quantity of water from Chicago. It affected the Desplaines River below Lockport, but not above, because there was an 621 622 105 extra amount of water wasted or allowed to come from the canal and go into the Desplaines River. That condi- tion has been prevailing ever since the City of Chicago has been discharging a considerable amount of water into the Illinois and Michigan Canal for the purpose of getting rid of their sewage, and that would be discharged into the Desplaines River. That condition has continued from 1870 until the Drainage District was formed. Since that time those periods of low water have not existed in the Desplaines River. They have not affected the river in any way. The discharge of the Illinois and Michigan Canal entered the Desplaines River, a portion of it at Lockport; the other portion at Joliet. The Jef- ferson street bridge is below Lockport. Malecolm’s dam is below Lockport. Norton’s, sumill -yisiidiat Lockport. Itis below the point of discharge. All of these days that I have mentioned with reference to the low water were changed by the operation of the Illinois and Michigan Canal. The sum and substance of the whole matter is that from 1862 to 1870, during dry seasons, the Desplaines River was low. During the wet seasons it would rise. The stage of the Desplaines River was regu- lated by the amount of rainfall within the water shed of the Desplaines River. Eighteen hundred and sixty-five is known as one of the years of extreme low water upon the Illinois River. I am not positive that I ever knew the Illinois River to be lower than it was in 1865. It was extreme low water. Tree T'op Bar was all under water, but it was a very small amount of water over it. The bar was probably half a mile wide. I suppose it is caused by some action, by water flowing in from the side. I think Bureau Creek comes in there somewhere in that vicinity. I should say it was close in the vicinity. I never was boating below Tree Top Bar. I have been at the towns, but not on the river. J can’t tell you the shape of Tree 624 626 627 106 Top Bar. I have driven our team about a hundred feet from the bank of the river. Since the dams were con- structed at Henry in 1872 there has been plenty of water over it. The dam at Henry raised the depth of the water at the bar seven feet. There would be about eight feet, I would say, of water that would be due to the creation of the added depth; among other things of the building of the dam at Henry. I never personally observed an extreme flood stage upon the Illinois River. I never seen it at other times than I have mentioned. There was tim- ber on the north island below Jefferson street bridge. The first island was, say, thirty feet wide and fifty feet high. The highest elevation was six feet wide when the water was pretty low. The north point was the highest, I think. There were some deep holes around the island. The lowest condition that I have ever seen the highest point of the island would be about six feet above low water. The other island was about three-quarters of an acre. It was pretty nearly two blocks from the first is- land. It was oblong, rounded top, highest in the middle and sloped down at the sides. It was about 200 feet long and 100 feet wide in the widest place. It was about four feet above the lowest stage of water I have ever seen. That island has been removed. The second island was removed. These two islands were both removed from the river about five or six years ago. I saw them during the progress of the work. Before that time I saw them most every day, when I was crossing the river, I could see them. They were always out of water except in a very wet time they would be under water. Since 1870, when the Illinois and Michigan Canal was turned in, the water was raised generally. The first island would be more than three or four feet out of the water and the second island, call it a foot. 629 633 634 107 Re-direct Examination of the Witness Obediah Hicks Read by Mr. Butters. The Illinois and Michigan Canal became separated from the river again at the Jefferson street dam. There was a lock there. The level of the Illinois and Michigan Canal between Joliet and Channahan was called the Channahan Level. Between 1870 to 1900, I have seen not over six inches on the top of the dam. At the present time there is a good deep stream running there all the time. It is about 200 feet wide. It is probably going about five miles an hour. The appearance of the water is rough. It makes a noise when it meets any little ob- 2 struction. I have seen some floating ice, but no solid ice since 1890. Re-cross Examination of the Witness Obediah Hicks Read by Mr. Chiperfeld. When they took out these islands, that deepened the stream. Some of the water from the [limois and Michi- gan Canal didn’t get down as far as these islands. Some of it was diverted to feed the Channahan Level of the Illinois and Michigan Canal. If the canal was low and the Desplaines River was higher, some of the water would go in as a natural consequence. ‘There were gates to gauge the amount of water that was let in here above Jefferson street. I haven’t made any measurements to ascertain the current in the Desplaines River at the pres- ent time below Jefferson street. I am not an expert in gauging the current of a stream. I simply speak as an ordinary observer. I made no close or careful observa- tion for determining the speed of the current. I don’t want to be exact when I say that the current may be five or six miles an hour. Very easily there might be a latitude of several miles less per hour than I have made. It de- 636 637 108 pends on the height of the water. It comes more rapidly when there is a large body of water. When I speak of five or six miles an hour I refer to the time when the water is high; in spring, usually. It depends a great deal on the rain and the breaking of the ice. When all of these conditions are favorable there is a greater current and during times of draught the current becomes much less. At other times the current of the Desplaines River, below Jefferson street, goes as low as two or three miles an hour. There is very little difference in the width of the stream, because the walls are almost perpendicular. The width would be about the same. After the Illinois and Michigan Canal had added this amount of water into the Desplaines River, I have never seen it frozen across below Jefferson street. Above Jefferson street there would be floating ice in the stream. That continued after the adding of this water by the Illinois and Michigan Canal. It made quite a rapid current and within that cur- rent the ice would not form. I think I have seen a skim of ice across the upper basin. It would be a very thin coating of ice and the running water would speedily break it up. Re-re-direct Examination of the Witness Obediah Hicks Read by Mr. Butters. I remember when the river was offensive here in Joliet before 1893 or 794. There was some ice on the basin every winter as to being frozen above Jefferson street dam. It would be ice that would be formed for a very short time and the rapidity of the current would soon break it up. During the last five or six years there has not been any offensive odor, not like there has been. (Signed) Osrpian Hicks. 638 639 640 109 Deposition of Rotuin L. Reep, offered in evidence by the plaintiff : Rouur L. Reep: Direct Examination Read by Mr. Butters. My name is Rollin L. Reed and I reside in Joliet. I live on the east side of the city. I have lived in Will County since ’44; have been in the City of Joliet twenty-two or twenty-five years; have not been in a regular business during that time in Joliet. I was connected with the hardware business and real es- tate business. Since 744 I have lived one year in Joliet and for seventeen or eighteen years a mile west of Joliet, on what was then known as the Troy road. I have been familiar with the Desplaines River ever since I ean re- member. I remember when the Jefferson street dam was taken out and the improvement made in the river here some years ago. At that time I paid considerable atten- tion to it. I never studied engineering as a profession. I have never practiced surveying or engineering. I ob- served the Desplaines River in the City of Joliet in dry seasons before the Sanitary District made their improve- ments. I observed it at different points. South of Jef- ferson street I seen it without any water except in pools, and I have seen it with quite large amounts. In dry times, before this Jefferson street dam was removed, I have seen it without water there repeatedly in dry times. I am acquainted with the Desplaines River above Lock- port where it overflows at Norton’s mill. I have ob- served it there at times of low water and in dry seasons. I have seen it when there was no water running. I know where the station and tracks of the Santa Fe Railroad are in Lemont. The Desplaines River came a short dis- tance from that point originally. The bed of the river 641 643 644 645 646 110 was plainly visible from the tracks. I have observed the condition of the river there in thé summer time, oppo- site Lemont. It was bare of water except in small pools. Opposite Lemont was rock, broken stone, presumed to be sod of rock below. From Lemont to Joliet, by the river, it is about sixteen or seventeen miles. By direct route, about fourteen miles. From Lemont to Joliet, in a state of nature, a great deal of it was a shallow chan- nel. When the waters rose they spread out over the val- ley very considerably. I recognize the stream purport- ing to be shown in Exhibit 5. Prior to the Sanitary Dis- trict work or change in the river at Joliet there was a livery stable on the east bank of the river. The bank was a loose, rock bank, laid up; part of it was a natural bank. There was a warehouse there. These buildings were taken away except one, the building standing at Jef- ferson street now. That is not shown in this picture. The present channel through Joliet is shown in Ex- hibit 5 as approximately 250 feet wide; about 200 feet. I frequently passed over this and other bridges in Joliet. In this 200 foot channel the water has always been flow- ing. Below Jefferson street it is more rapid than between Jefferson street and Cass. Below Cass, I should say, four miles an hour, and below Jefferson from four to six miles an hour. The east bank is walled by loose stone em- bankment from Jefferson street. The bank extends down the river just above the mouth of Hickory Creek, be- tween half and three-quarters of a mile. As it goes south, it is lower. J don’t know its exact height. There were no embankments or levees there before the change. There were a number of people living along there. Before the Jefferson street dam was taken out, I have skated on the river many times. I have observed it frozen different winters. I have seen it frozen down to the crest of the dam. I don’t know how many, but a number of winters. 647 648 650 651 Lil The offensive odor of the stream called my attention to it. I know the Ilinois and Michigan Canal about where it enters the basin at Joliet; just above the dam, or at the upper dam, what is known as the upper dam here, the — north dam. The Illinois and Michigan Canal again leaves the basin just above Jefferson street. It was supplied with water between Jefferson street and the lock above it through gates. The water supply was taken from the basin. Between 1870 and the taking out of this dam, I observed the condition of the water in the Illinois and Michigan Canal several miles south; five miles south of Jefferson street. The stage of the water was normal. I have never seen the present channel of the Desplaines River through the City of Joliet frozen. There is no rea- son why it doesn’t freeze, except the current. I have seen it frequently since the water was turned into the channel at Joliet, the last five years, at various points. I may have seen parts of it frozen during that time. Be- tween Cass street and the Rock Island bridge I have seen only small parts of it along the border; never seen it frozen over any number of feet from the bank. I don’t think I saw this channel in Joliet during the coldest weather of February, 1905. I have seen the river in the past five years in cold weather, during different winters. It is three blocks from Jefferson street to this Cass street bridge shown on Exhibit 5. This Cass street is north from Jefferson street. Jefferson street bridge is next north of Cass street. Jackson street is two blocks north of Cass street on the west side and three on the east side. The walls of this channel shown in Exhibit 5 between Jackson street and Jefferson street are composed of stone, cement and sand. These walls were put in at the time of the construction of the Sanitary District channel. At the time of the change in the channel there was a dam constructed about Jefferson street. Part of 652 695 654 112 it is shown in Exhibit 5. The west end of the raceway runs under the Jackson street bridge. There is a water plant north of Jackson street. It extends about 300 feet north of the street. I think that water power plant is more than 300 feet; 450 feet, I believe. I have visited the controlling works since the water was turned into the channel. I have seen what is known as Bear Trap dam at Lockport. I have seen the Desplaines River, in a gen- eral way, between the controlling works and the mouth of the Desplaines River, where it empties into the Ill- nois, in many different places. The water that is not taken by the canal to maintain the Channahan Level goes through this channel in Joliet and through the Desplaines River down into the Illinois River. The L[llinois and Michigan Canal still enters the basin in Joliet, coming from the north, and it is taken out in Joliet from the Desplaines River, except what water is taken into the Illinois and Michigan Canal at Joliet, all of the water going over the Bear Trap dam passes down the Des- plaines River. The Illinois and Michigan Canal runs against the retaining wall in the city. The Illinois and Michigan Canal between Cass street and McDonough street is about seventy-five to ninety feet, I think. The Illinois and Michigan Canal frequently is kept full of water in the winter season. That is, part of it; not all of it. Some levels are drawn out; others are retained. The lever above here, between here and Lockport, was drawn last winter. J should say the height of these retaining walls in the channel between Jefferson street and Cass street was from twelve to sixteen feet. There was con- siderable excavation at the place between Jackson and McDonough street, in the change of the river; and from Jackson street north, taking the entire distance, it va- ried from one to five feet. Silt and rock were taken out of the channel. This levee or embankment from Jeffer- 609 113 son street on the east bank of the river to Hickory Creek was constructed at the same time the other work was done. The channel of the Desplaines River was widened in the City of Joliet between Jackson and McDonough streets; I don’t know how much. From the Rock Island Bridge south from Jefferson street, it is about three blocks. The first street south of Jefferson street would ) be Washington, then Marion and then Lafayette. From the Rock Island bridge to McDonough is about five blocks. There is a wagon bridge at McDonough street. I re- member when the present channel received the water from the Drainage Canal. It was about five years ago. Since that time I have passed over it from six to eight 7 times a week. There was always water flowing. . Ps Me . ee See Cvs a et Ct ae oe + ae hs ree memes iy gp ee Oo © o Lawes wren ak o4, eee ee ee 818 819 820 821 » 822 pa 823 185 Exuisit 13. Copy of map. The first time I surveyed there was in October, 1892. On this land in section 21 there was mostly weeds and willows, to my recollection. It was a very wet year. Nearly everything was drowned out on the bottoms that year. In June, 1895, was the next time in which I was on 21 and at that time a large part of it was plowed and some was planted. I couldn’t state just exactly how much but there was quite a part. I may have seen part of sec- tion 22 and 23 that year but I would not be positive as to that. In February, 1893, and in April, 18938, I was doing some work on sections 14 and 23; the southern part of section 23 and the eastern part. We ran our lines over north to the river. In February and April there was growing. there nothing unless it was scattering weeds. The last time I was on the land was the 8th of November. I did some work on sections 23 and 26 July 16th to Aug- ust 22, 1893, or 1890, I should say. At that time we ran both lines, the east and west lines of section 23 north of the river. We ran the section line. I ran lines at that time on the whole of section 28. I made no note of what was growing on the land in a general way. That was July 16th to August 22d, we made quite an extensive sur- vey of a great part of the bottom at that time and also of section 26 south of it. I have no recollection on that subject. J-observed what was growing on the land while I worked there. Corn was growing at that time; corn and along the edges in spots where we ran the meander lines there were weeds and willows and all that growth that you would usually see on bottom lands. 824 826 186 Cross-Examnation of the Witness W. H. Irwin, by Mr. Chiperfield. I am usually called a civil engineer. I have been called that by many people. I work at civil engineering and surveying. The most of my work is done in La Salle County, you might say, and adjoining counties. I have worked a large part of my life. My work has been Mu- nicipal work and some construction work on bridges and foundations. It has been that scope or class of work such as usually would be found in this and adjoining counties. I commenced some work for the La Salle Coun- ty Carbon Coal Company last Friday, the 8th of the month. J was down there in their employ and I have since then made this map. I presume I am appearing in this case as a witness in their employ; they have sub- poenaed me. What the exception of the meander of the Illinois River east from the quarter section line of 21 and southeast of that section line I have run all the lines, or assisted in doing it. The plat is my own work with the exception of the lettering. That is put on by a young man in my office, but the plat was made from surveys made by me with just that one exception showing the river line along the east half of the southeast quarter of section 21. I ran the line, the section line north. I surveyed the west edge of the Big Vermillion River. I got the other outlines from measurements at the bridge. I have measured the width of the river at the bridge which crosses the Deer Park road. I have not surveyed the east bank of the Vermillion River but I have meas- ured the width of it at the bridge, and also at the quarter section line about a mile north of it. The scale of this map is 900 feet to an inch. I did not survey the east bank. I measured the river, as I said, on the section lines. That would be at two points; all the distance be- tween those points, I just sketched it in; I assumed it. 828 830 831 832 187 I made these two measurements. I sketched the other thing from the lay of the land, from the eye. This is merely a visual reproduction of the east bank, yes sir. I did not survey the right of way of the C. B. & Q. Rail- road which is on this plat. I got the points of their lo- eation, the location of their center line I got from maps in the recorder’s office platted the right of way; to that extent I adopted that from a map not made from my survey. I haven’t got the field notes for that survey, except what I copied from the county records. I only know that I have platted the line where that intersected it and that I have drawn the railroad in from those notes to those points. I don’t know whether those field notes were correct or not, only as I know another man’s work. If it will scale out pretty good on the map, we assume it is correct. Any other man’s work is correct depend- ing on whether he does it right or not. If you can check up his work reasonably well then when you make a plat you don’t investigate any further. I did not survey the Ilinois Central Railroad only at points where we crossed it. The two lines running parallel to the Illinois Central Railroad, about an inch and a half apart, indicate the right of way; I did not survey it. JI deducted it from the total; went around the whole of it. As I say, I took that from plats on file in the recorder’s office. This plat is made from their maps to that extent. We assumed the number of tracts that there are on this I. C. R. R. right of way. We did not state them out. In running our meander lines along the river we got into section points at the south bank and took the angle of the bridge and from that we have platted it. I don’t remember the width. I think it is about an eighteen foot roadway. That scaled out width there is probably exaggerated; it will be exaggerated. We usually do that with bridges, show them larger than they are. It may not be correct 833 834 835 188 to scale. As I understand, from the descriptions, the plat indicates the outlines of their property, of the prop- erty of the plaintiff. I did not have it in mind that all of the south half of section 23 is involved in this suit. This plat shows all of section 23. I understand from the attorneys that the parts where the acreage are shown are involved in this suit. [I don’t know of my own knowledge what is involved. The dotted line on section ... on the south part of section 23, which is to indicate the south line of the bottom lands, the north line of the south half of section 23 east and west of the Illinois Central Rail- road right of way, that part of section 24 north of this dotted line and south line of the bottoms, and west of the Vermillion River, and all of that part of section 21 and all of those tracts of section 21 where the acreage is shown. I have been informed this plat is a plat of the property involved in this suit. I don’t know; of my own knowledge, I don’t know what are the boundaries of the La Salle County Carbon Coal Company, only as I have been informed. I have not attempted to ascertain them for myself. The dotted line along the south half of Sections 22 and 23 and running into 24, I mean by that it is the lands that are subject to overflow; the bottom lands, as they are usually called. It is my idea that is the high water mark ordinarily. Some years it is higher than others. I have put the mark where I found the drift-wood at present to show it. I have no way of knowing exactly where the high water mark is, only by observation of drift-wood like that which I know are brought to certain places by high water; it is approximately correct. It was my: idea of the high water mark. I surveyed that line last Wednesday, or last Friday, I spent a day over there. It is 118 feet north of the center of the road on the east line of Section 23. It is 290 feet northwesterly on the 837 838 189 line of the Illinois Central. The interval between those two points, we took the angle of the switch down there and laid it out on the plat; on this spur, yes. JI made the roadway of the Illinois Central Railroad 1,056 feet wide, 028 to the center. (). Now, tell me, if you please, how much of that in acres would there be coming out of Section 23? A. There are about 103 acres. In the south half of Section 23, about two-thirds of that amount, judging roughly; the 5.75 acres indicated on Sec- tion 24 is that part of Section 24 lying north of what you might call the south—what 1s there called the south line of the bottom lands between the Vermillion .River and the west line of Section 24. I do not include any of the C., B. & Q. right of way. (). In the east half of the southeast quarter of Sec- tion 23, you have indicated 39.62 acres, what do you mean by that? A. The net area exclusive of the rail- road’s right of way. I made those land measurements myself in each in stance. J ran the section line on the east and west bound- aries; also the quarter section line of Section 23; also the quarter section line north through the center of Section 23, from which they are computed; to the quar- ter section line across 23, the line was closed. I never surveyed this entire 39.62 acres. J computed it from the surveys on the whole quarter section. I surveyed above the switch, surveyed on the north line of this tract, on the east line and on the west line of the quarter section. Q. But vou did not survey the half quarter section line or the 80 acre line, did you? A. Only as I came along with the survey of the switch. I picked it up when I got there. I did not make any survey. 839 840 841 190 (). For instance, the west half of the southeast quarter of Section 23, you figure there is 44.88 acres in that; how do you determine that? A. In the same way as the other. Q@. And in the north, or in the southwest quarter of Section 23, a little triangular piece just by the center of the section and east of the right of way which you com- pute as 1.10 acres? A. Yes. Q. How did you get that? A. By the same survey that I did the other. I got the 18.41 acres on that same half of the south- west quarter by the same survey. On the west half of the southwest quarter of Section 23 I compute there is 60.51 acres. I made that by the same survey. Also as to the 19.27 acres and 21.25 acres on the west half of the northwest quarter of Section 23, I got that by a survey which I made of the whole tract, by running these lines which I have stated. I did not run the lines around each of these tracts. I got the tract 35.95 acres in the southwest quarter of Section 22 in the same way. I have only computed the areas to the north slope of that switch. The dotted line is practically the high water mark. There was some low land a little south of the switch. That is where I made my computation. The 52.54 acres in the east half of the southeast quarter of Section 21 is the area of the land between the west line of the tract and the top angle of the bank of the river. If I recollect rightly there is about twenty feet north and south in the south quarter and thirty-six feet east and west, that much of an excess; that is my recollection on it. In the east half of the southwest quarter of 21 I compute there is eighty-two acres. In the west half of the southwest quarter of 21 I compute there is 52.63 acres. Those were the results of actual measurements. With the exception of the meanders of the Illinois River on the quarter sec- $42 843 844 S45 846 191 tion line east and west in Section 21 and southeasterly to the east line of the section, that is an actual survey. I got the line of the river from Mr. Woods’ notes. He is now dead. He was mining engineer and in that work surveyed for the Carbon Coal Company at that time. He was not a public official that I know of. I have taken his notes by his latitudes and closed his points and found they are right; assumed them as mine. I would assume the intermediate points were right. Yet, certainly it is an assumption. I never heard of the slough being called anything else but MeCormick’s slough. 'T’o my knowledge it is the only slough on the west side of Section 21 of any considerable size. [ did measure the meanders of the east bank of it. I got the west bank from part of the work I did for the Brown estate, at one time making a survey for the Brown estate and Captain McCormick. I got the west bank by meanders. I did not survey the south bank or the west bank. That is probably sketched in there. {I computed that there was in Sections 23, 22 and 21,676.73 acres of land. Those are the totals of the parts contained on this plat; in Section 21, 446.03 acres. Q. I wish you would give me your details, give me the amounts and your descriptions of the land. A. The west half, northwest quarter, 21, 10.38 acres; the east half, northwest quarter, 64.74; west half of the north- east quarter, 33 acres; east fraction of the northeast quar- ter, 69.24 acres. It appears on this plat. JI have been informed that those two tracts are involved in this suit. I don’t know as they are. I am simply making the meas- urements if they are. I make them 69.24 acres; the east half of the southeast quarter, 52.54; west half of the southeast quarter, 81.5 acres; east half of the southwest quarter, 82 acres; west half southwest quarter, 52.63 acres; total, 446.08. Section 22, 39.95 acres; that is in the eastern part, southeastern. There is not any more in 22 84:7 848 &49 850 192 to my knowledge. The west half of the northwest quar- ter of Section 23, 19.23 acres. The river is not contained in the computation. J did not deduct the river, for I did not compute it. I left out the river. I made no survey of the water, only of the land to the water. That em- braces so many acres. I was informed this land in ‘this suit in Section 238, north of the river, was as I have shown it. I have simply located it there and left that to be de- termined, Another tract of 21.25 acres, a total in the northwest quarter of 40.48 acres; the west half of the southwest quarter, 18.41 acres and 1.10 acres, a total of 19.51 acres. That 1.10 acres is right by the center of the section; west half of the southeast quarter, 44.88 acres; east half of the southeast quarter, 39.62 acres; in Section 24, 5.75 acres, a total of 691.73 acres. I have not computed the acreage of the bayou. IT made a survey of the shore line of the bayou. My field notes are at home. I made that survey in October, 1892. I did not run the lines along the north edge. I got the point where it meandered. It is not a very ir- regular line on the north shore. We sketched it; assumed it that way from one point to the other. Did not take in any of the Illinois and Michigan Canal as shown on this map only in getting a start south from the section cor- ner, which is in the canal, from a point north of the canal. There is none of the 17.74 acres of land in the north part of the northeast quarter of Section 21 in the canal. These parallel lines, about 125 feet, I would judge, or per- haps 100 feet apart, adjacent to the canal and running parallel with it, are supposed to be the ninety. foot lines. I think they scale that. T surveyed the bridge and road on the west part of Section 21 in making the survey for Brown and Captain McCormick and just put it in the map. I don’t know the width of the road. It may or 0 8) En — 853 854 193 may not scale correctly, just merely the dotted lines. As nearly as I could indicate it, the bridge at the north of the road on the west sidé of Section 21 was sketched by me. I did not measure the width of the bridge. I simply got the length of it. I did not survey it. It is a 16 or 18 foot road, I don’t know which. I have not attempted to show any elevations of any kind on this. There is nothing shown or disclosed by this map other than the Brown survey and some of the bridges which there ap- 2 pear. I don’t remember whether the government ever meandered the McCormick slough, although in the gov- ernment field notes the distance is given across the bayou. It might and might not indicate a meandering. The dis- tance is given, of course, but whether they have mean- dered back or not, I don’t know. I don’t know, in the original filed notes, whether they include or exclude the bayou. The banks of the Illinois River have been mean- dered. The bayou on the northeast quarter of Section 21 has not been meandered to my knowledge. It may have been and may not. There has been filed notes excluding from the field notes of this county the [linois and Michigan Canal; that was at Lockport; not to my knowledge have they been filed in this county; I never saw them. The two circles appearing with marks such as 22, 23, 27 and 26 are the corners of the several sections. And where, in the center, I have a central figure, such as 23, with a circle around it, that indicates the center of the section. In any of my computations [ have nothing for the Tilinois River. Or on the [llinois and Michigan Canal, or any of the bayous or sloughs, or the Illinois Central Railroad right of way, nor the C., B. & Q. right of way, nor anything south of what I have designated as the high water mark. I found on these lands spoil banks. I did not indicate them on the survey. I don’t recall but one. That is at Jones’ shaft. I don’t know anything about the 896 858 194 dimensions of them except from recollection. I have made no measurements that would indicate to my mind how much of this land was occupied by the spoil banks. The early part of the year ’89 was wet. I made my first survey in October, 1892. Then there was mostly weeds and willows. It was a wet season. In 1895, part of it was planted and a large part of it was plowed; that is my recollection. I refer to the land lying between the Me- Cormick slough and the Illinois River. I mean to the east of McCormick slough, also west of it; west of it is the Brown land, Right within the following day or day after I made a survey for Brown. And the part between the slough, going easterly towards the river, is the land that was involved in this proceeding. At the time we were there they were plowing and planting is my recollection. July 16th and August 22d we were making quite an ex- tensive survey there. We were on 23 and 26. The corn was over north of there, over in the bottoms; just remem- ber seeing corn generally in the bottoms. When I made the survey on the 8th of November I found corn there. My home is here in Ottawa and has been for a number of years. When I would be down on this land it would be in the pursuit of some business. This survey has been made for the La Salle County Carbon Coal Company. The defendant objects to the admission of the plat for the reason that no proper foundation has been laid; objection overruled; defendant excepts. Witutram A. Means, a witness for the plaintiff, being sworn, testifies as follows: Direct Kxamination by Mr. O’Conor. My name is William A. Means. I live in Peru. I am forty-four years old, last May. Lived in Peru forty years. J mean Peru, La Salle County, Illinois. My business is 859 860 861 195 insurance and real estate; principally in life insurance. I live on Center street at the present time. It is the first street on top of the hill above the Peru depot. Water street, from the May’s corner, May’s lumber yard corner, down through the business district, is right on the edge of the river. The C., B. & Q. is between the street and the river. Center street was formerly my home. I lived there a number of years, when I was a boy and at the present time I room there. My home in the meantime was on Second street, Peru. J have an acquaintance or knowledge in relation to Section 21 that hes south of the Illinois River. In relation to this part of Section 21, shown on the map there, I was very well acquainted with the land. The conditions of Section 21 from 1892 to 1904 and since that time have been more or less acquainted with the condition of the land. In the year 1892 it was worked hy my father-in-law, Samuel Waugh. He died in 1903. He worked the land over twenty-five vears, to my knowledge. He had partners at times and various men working for him. J was there as the boy. Grew up there and we boated over there and going across the river I was familiar with the land from the time I was ten or twelve years old. We used to go there a great deal in the summer time, swimming, as boys. I refer to Section 21 on the edge of the river by Peru. At times went in on the section. And we would fish in that so-called Mud Cat Pond. It is very rich farming land. That is, the rich, black soil. My knowledge goes back in the ’80s as to the uses to which this land was put. That land has been used in raising corn. Mr. Cuirerrretp: Wait a minute, if you please. I ob- ject, if your Honor please, on the ground that the time inquired about is too remote. The Court: I think I will let him answer. 863 865 196 Mr. O’Conor: JI will give you some limitation, Mr. Means. The Court: It was in the ’80s, I understood you to say. Mr. CuiverFienD: ‘That is the time I object to. A. Back to the ’80s. Mr. O’Conor: All right, we will get down closer. Q. Starting in the year 1890 down to the year 1900, do you know to what use that land was put? A. To raising corn. Samuel Waugh worked the land through his son. His son managed the property. Mr. Waugh was the lessee. From, 1890 down to 1900—well, from 1890 to 1893, I was over there occasionally each month. From 1892 to 1900 I was over there very frequently, with my wife and fam- ily. She was over there a great deal. The folks went back and forth constantly. I was over there nearly every week from 1892 to 1903 and 1904, during the time my brother-in-law was living there. From the year 1892 down to the vear 1900 this land was used for raising corn. I think there was between 375 and 400 acres all told and probably 85 per cent. of that land was cultivated for corn. There is a piece of land east of that, a frac- tional piece, south of the river and also a 40 west of sec- tion 21, which was generally one piece. The corn was planted at different times of course but it was one field of corn. Why, the land produced at least 60 bushels to the acre over there; 60 or 65 on most of the land. I would not say I am enough of a farmer to make a close esti- mate, but I ean tell a good field of corn when I see it. S66 Yes, it was good corn. In 1892 the entire valley was flooded, section 21 included. It was due to excessive rain- fall during one night in May. There was not anything raised that year on section 21; very little was raised on 867 S68 869 870 197 the hill land, on account of the land being saturated. Rail- road tracks washed out, and all that sort of thing. Sam- uel Waugh continued to farm this land in section 21 within the limits I have mentioned, down to the time of his death. He died in September, 1903. During all of these years I have been familiar with the Illinois River. I would see the [linois River in and about through there almost daily; have fished in the Illinois River; used to swim in it; boat ride around there. I remember the announcement was made that the water of the Sanitary District was turned in at Lockport and I remember there was a slight raise in the river and we watched the effect on the river at that time. Since the turning in of this water the Illinois River has undergone changes. Accord- ing to my best observation along the river, in that neigh- borhood, I think the river is four or five feet, on an average, higher at all seasons of the year than usual, than it was before the water was turned in. It is pretty hard to say how high the level of the land is above the surface of the river. There are high spots and low spots on section 21 and I don’t know exactly how to answer that question. I am not a surveyor. Since 1900 I have been over there or seen it either going along it or going by it, or otherwise. I have been over there several times a year during those years, at all seasons of the year. 1900 down to the present time I have observed the condition of section 21 with few exceptions. I have been out west traveling around quite a bit, but as a general thing I kept notice of the river in relation to that land over on the south side. During those years I have actually been on section 21, on an average a couple of times during a year, during the entire time. Well, since the year 1900 there has been a full crop of corn raised on that portion of section 21. The river has raised in the spring and water has laid on that land until it was too late to plant a crop and portions of section 21 S71 198 have been badly washed out by the current that runs through from the river across to the so-called slough. The river comes up over the bank. The main current is through this way. A great portion of the high water going around this way and a great portion of it going to the old slough; makes a short cut; the old slough across to the south bluff here. I think the river has been high at times during the years ever since the year 1902; nearly every year there has been a flood and that condition pre- vailed over there on a portion of section 21. Mr. O’Conor: Q. Now, tell the jury in your own way, Mr. Means, what effect, if any, the increased flow on the river that you have described, in all its detail, insofar as you know it, has had upon section 21? Objected to by the defendant as assuming’ there has been testimony as to the increased flow of the river. The Court: Let him answer the question. Defendant excepts. A. It has been impossible to farm more than a few spots here and there over that section 21. Moved by the defendant to strike out the answer as being a conclusion of the witness and not a de- scription of the condition. Motion overruled. De- fendant excepts. Well, instead of there being an almost continuous field of corn over there, the corn has been in patches and high spots. The low ground has been uncultivated and cov- ered with a dense growth of weeds and vegetation that 73 grow in water. I think there has been a difference in that regard sav from the year 1902 down to the present time. Defendant objects to the comparison being made by the witness. He can state conditions now and let the jury draw the comparison. Objection over- ruled. Defendant excepts. 874 876 ies, The water has laid on the land until it was too late to plant a crop in most instances. Motion by the defendant to strike the answer as not being responsive to the question. Motion overruled. De- fendant excepts. Prior to the year 1900 section 21 was put to use dur- ing the winter, grazing cattle and horses. From the year 1890 down, we will say, to the year 1902 this land was generally used for grazing cattle and horses by my father-in-law; the cattle grazed on corn stalks in the win- ter time. As a rule, during the vear 1890 to 1900, it was possible to leave the cattle out on section 21 to eraze about the end of November; late in November until early in the spring; when the spring snows would melt away and the melting snow would make the ground muddy and sticky it would make it necessary to guide the horses and eattle off. Mr. O’Conor: Q. Now, since the year 1902 down to the present time, what has been the condition of that land, if you know, during the winter time or winter months, generally so-called? A. Well, from 1893 until 1903 it was generally un- safe to risk cattle or horses on the bottom lands on ac- eount of the raise in the river. Mr. Curperrretp: Move to strike it as being purely the conclusion of the witness instead of a description of facts from which the jury can draw the conclusion. The Court: I think I will overrule the motion. Defendant excepts. The Court: It is not improper for a witness to use that form of expression in a matter of common knowl- edge about horses and cattle being pastured, if he sees fit to use that. I think I will overrule the objection. Defendant excepts. 878 &79 880 200 From the year 1902 on down the water comes up over section 21 during the winter. Last fall the river rose suddenly and covered the land during the entire winter until late in the spring. This winter, 1911—1912, it was. I did not personally keep any record as to when the river was over this land. Q. Now, generally speaking, if that river overflows this land in the fall months, or winter time, about when, generally, does it come in over the land? Mr. CurperFIELD: Object to it as argumentative and suggestive. Objection overruled. Defendant excepts. A. Inthe years I mentioned in the preceding answer— Mr. Cuiperrietp: Move to strike the answer as not responsive. Motion overruled. Defendant excepts. Q. 1890 to 1900. With reference to that period of time, as to when the water came up and in relation to the time, from the year 1902 down to the present time, has there been any difference as to when the river actu- ally came up and came over the land? A. There has. Mr. Cureerrietp: I wish to object. The witness an- swered before there was an opportunity to object. I object to the witness being called upon to make a com- parison or to give a conclusion. He can state conclusions and the jury can conclude from that. Objection overruled. Defendant excepts. From .the year 1902 down to the present time I don’t think this land has been generally used. IT have seen this land during the winter months from the year 1902 down to the present time. The Court: Just wait a minute. It may be that the statement of this witness that it was unsafe to feed the 881 ) 201 horses and cattle, from some point of view, might be sub- ject to criticism. I think I will exclude that. I will ex- elude that statement. Very generally it has been put to very little use dur- ing the winter months from the year 1902 down to the present time. Mr. CureerFreELp: I object to it as being purely the conclusion of the witness and not responsive to the ques- tion. Objection overruled. Defendant excepts. I think there was one year since 1902 there was cattle in there quite a portion of the time during the winter. I don’t recall what year it was. Nearly every winter, from the year 1902 down to the present time, there has been more or less water over the land. Since 1902 I have noticed a different effect after a rainfall, in the actior of the Illinois River, than I did prior to that time. The river rises much quicker. That is, overflows its banks much quicker than it did before the year 1900. The river remains high enough to overflow the land for a longer period of time than it did preceding 1900. The water passes off now slower. I have been in the real estate business since 1908. I was, in a general way, in the year 1900, acquainted with the fair, cash market eae of lands in the vicinity of section 21. Q. Now, what, in your opinion, was the market value, fair cash market value, of section 21 so far as I have referred to here and you have testified to it, in the year 1900 prior to the 17th day of January? Mr. Cureerrretp: Objected to on the ground no proper foundation has been laid for the expression of opinion other than the mere conclusion of the witness that he knows. Objection overruled. Defendant excepts. 886 887 202 A. I think that portion of section 21, judged by the productiveness of the crops— Mr. CurperrieLp: Wait a minute. Object to that. It is not a question of judging by productiveness of crops. It is a question of the fair cash market value, if Your Honor please, that it would sell for in the market. He may take that into consideration, but that is not the test. The Court: I think I will let him finish his answer. Defendant excepts. A. $90 to $100 an aere. Q. What would be the fair cash market value of that land, Mr. Means, on the 18th day of January, 1900, after 5 the turning in of the Sanitary District water, taking into consideration in giving your opinion all of the facts that you know at this time? Mr. CurprerrieLp: Object to it as being incompetent, irrelevant and immaterial. Objection overruled. Defendant excepts. A. I should say $45 to $50 an acre. Cross-Examination of the Witness Wiliam Means by Mr. Chaper field. I am 45 years old, the 25th of last May. I have been with the Illinois Zine Company for 14 years. Previous to that time I was in a bank in Chicago, when I was a young fellow, but since that time, since 1904, I have been a salesman on the road; real estate and insurance. When I was with the Illinois Zine Company I was a bookkeeper and assistant to the general manager for the last six years I was with the company. I was the general manager’s assistant. May, 1904, was my last service to the Illinois Zinc Company. I commenced about 1890. After 1904 I traveled for my health. I was out &85 GH ee CO 890 891 892 203 two months; most of the time in the woods of Wisconsin. I have been located at Peru since that time. I have sold Portland Cement on the road about six months; that was in 1908. I was traveling constantly during that time. Would be away from home considerable then. I have been in the land business. I was in a bank when I was a youngster, in Chicago, from 1887 to 1890. Have been engaged in the land business more or less since 1908. In 1908 and 1909 I averaged a trip of about once a month. 1 don’t necessarily assume to be an expert in real estate values. I would not say in giving my testimony that I was an expert. My principal business has been insur- ance business. I have not sold land in the vicinity of Peru. I have not dealt in land in that vicinity only in connection with my father-in-law and my mother. That is all the transactions I have had down near Peru. I have not had any real estate transactions in the vicinity of Peru. A few years ago there was a fraction of section 21 sold at petition sale, you might say forced sale. Went around $70 an acie. I think it was some 10 or 12 years ago. | would not swear that the sale was conducted since 1900. I don’t know exactly whether it was before or after 1900. In my expression of values I took into con- sideration the values of land lying adjacent to that land, that is farmable, that is subject to cultivation, to raise crops. I can’t say that I am basing my opinion as to the value of this land before 1900 upon any actual sale or transaction. It is based on general information re- garding relative values of land. I don’t know of any actual transactions. I know of a refusal that was made on a trade; not of my own knowledge I don’t know of any actual sales. I don’t know of an actual sale. My opin- ion, since 1900, is based on the same assumption as _ be- fore; based on a refusal of a trade; not on an actual transaction. I don’t take into consideration, in my ex- Bo3 S96 S97 204 pression as to values since 1900, any actual sale. This land was untiled land. Pretty fair drainage over most of it; natural drainage. ‘There was no tile in this land. ‘There was never a foot of tile on this land. There was no improvement on section 21. There was never a house or shed or building of any kind on that portion of sec- {ion 21. Q. Was it ever possible at any time, during the 25 vears that your father-in law occupied this land, to build a house upon those premises and have it remain there from one season to another? A. Well, it would not re- main permanently. It might remain from one season to another durimg a period of four or five years, according to the average floods over the land. I think there was a number of seasons when the water failed to get over that land during the winter months. Generally there was a January thaw and February rains in the river; sometimes it would come over the land badly and other times not badly but it was an unsafe proposition to put buildings on that land. It was the kind of land on which buildings could not be built. Q. Isn’t it true that back in 1890 that the prices of the very best La Salle County lands, taking the best land that you could find of all La Salle County, was not to exceed $100 an acre? A. That was a fair average price for the lands. Q. Of all the lands of La Salle County, the best agri- tural lands? ~ 317 triangle. The base of the triangle would be the high road. 1653 Along south side of the piece there was quite a con- siderable piece of timber and swamp. On the south there 1654 was a number of acres of timber, willows and other trees which had not been cleared up, and on the river there was a considerable fringe of timber. Then along the Ilh- nois Central there was a considerable fringe. 1655 I told Mr. O’Conor there was a slough on the south side of it between the bottom lands and the hill. The slough was north of the road. It was right close to the road, some of it, and it covered several acres of land. Some of it was deep. At times it was connected with 1656 the river, in times of high water and when the water would fall it would leave a slough standing on the land; the outlet would be cut off. No one lived on the land. No live stock was ever kept there except for a season, just for a while after the corn would be taken. When the water rose it would be necessary to take the live stock off to the hills. 1657 Epywarp SHANNON, a witness for the plaintiff, being sworn, testified as follows: Direct Examination by Mr. O’Conor. Witness excused. Court adjourned to Tuesday, November 19, 1912, at 9 o’clock a. M. 1658 November 19, 1912, 9 a. m. Court met pursuant to adjournment. The Court: You may call the jury. Mr. CurpererrieLp: Before you call the jury I have a 318 little motion I want to make in regard to some evi- dence. I move to strike from the consideration of the jury in this case and to exclude therefrom upon the question of area, injury and damages, that part of the northwest quarter of Section 23 which lies north of the Illinois River and which is designated on the plat by the figures 15.23 acres; also that portion of the east half of the south- west quarter of Section 23, which hes east of the I]li- nois Central Railroad; also that portion of the south half of the southeast quarter of Section 23, which lies south of 41 acres off the north end of the south half of the southeast quarter of Section 23, all in Township 33 North, Range 1 East of the Third Principal Meridian. Now, in doing so, I based my motion upon the fact that none of this property is described in the plaintiff’s dec- laration and as this is a matter which the court will have to determine, will you lay your plat there so that the court can follow me in my description as I have the exact description. The Court: If what you say is true, the court hasn’t anything to decide. The court will not decide that if it is not in the declaration. 1659 Mr. O’Conor: We are coming to that, your Honor. The Court: Then as to the balance of the deseription if that is true there won’t need to be any discussion about it. Mr. Curperrtetp: I thought the only chance for any discussion might be as to what was embraced in the dec- laration. We have heen over that very carefully and we are firmly convinced that none of it is included in the plaintiff’s declaration and on that contention, here of course, as vou suggest, if that is so there is nothing to argue. The Court: If it is not in the declaration. 319 Mr. CurprrFreLtp: I am not objecting to the plat now, it shows the relative situations of the property, but it is to these pieces. The Court: lLet’s see what they say, if they say that is not included in the declaration— Mr. O’Conor: This part is not in, that was put on this plat in error. Mr. Cureerrrerp: All right. The Courr: What is that, 19— Mr. O’Conor: 19.23 acres which lies north and west of the Illinois River. The Court: That is excluded then by agreement. Mr. O’Conor: Northwest quarter, Section 23. The Courr: That goes out then by agreement. What about the balance of it? Or you wanted until after din- ner to look that over? 1660 Mr. O’Conor: No, I have checked this all up. The Court: Very well, we will dispose of it now. Mr. O’Conor: My recollection at this time is, although I would not want to consent to 1t going out right now— The Court: Well then you better take until afternoon to look it up. Mr. O’Conor: That acre and a tenth— The Court: What is that? Mr. O’Conor: This acre and a tenth located in the southwest quarter in Section 23, lying east of the right of way of the Illinois Central, I don’t think is described. Mr. Cureerrietp: I don’t think, Mr. O’Connor, if you will permit, that anything around east of the Illinois Cen- tral is included in the declaration. I have looked it over with a great deal of care. I can be mistaken about these things very easily, but that is our deduction. Mr. O’Conor: Now, I am inclined to think that that is right on that acre. Now, this piece here lying north— The Court: Well, then, if it is you better let it go out. 320 Mr. Curperrietp: I will suggest this, if Mr. O’Connor finds upon investigation that is in that 1t may be re- submitted. The Court: It goes out then by agreement, that part does. What about the remaining part? Mr. O’Conor: That 44-acre piece I think is described in the declaration. Mr. Curperrietp: Yes, described in the declaration, but 1661 let me suggest, and I don’t want to interrupt your state- ment in any way, but this south section line comes here (indicating) there is your division of that section. Now, the 44 acres would come about where I have suggested and I have taken the liberty in sketching the plat to mark it there, which I had no idea you would object to. Now, this part east of the switch, this part here north of the switch on each side of a line drawn across here, is not included in your deseription. Your northeast, your northwest quarters are within this 43 acres across here, and everything south of that running down to the switch is not included in your description. Mr. O’Conor: We are not claiming for it, your Honor. Mr. CuHIpPerFIELD: Well — Mr. O’Conor: We are claiming for the northeast quar- ter and the northwest quarter of this quarter section and we are claiming for the north 44 acres of the south half, that north 44 acres of the south half would be the 41 acres in here (indicating), Mr. CuiperFieLp: Now, the only difference then is this, that Mr. Irwin in making his computation has included some eight acres more than is warranted by that descrip- tion. He goes south of the northwest quarter—on the northwest quarter there is no dispute as to that being included in their description. JI don’t want, of course, to concede anything concerning ownership, but in their description it is included. It is the northwest. And d21 1662 the 44 acres across the north half end of the south half of the southeast quarter is included and comes down to the railroad here much further distance and includes some eight odd acres in addition to the 8}. The Court: I see. That is the only point then between you really. Mr. Curperrietp: Then as the figures of Mr. Irwin, I saw Mr. Irwin this morning and he wanted to go out in the country and I suggested to him, I inquired how he got those figures and he explained very curteously how he did. He will be in tomorrow morning at 9 o’clock he said, and I would like to ask him a couple more ques- tions on cross-examination as to the difference in the areas beyond the 44 acres. The Court: Well, I will let him correct it then. Mr, Curperrigetp: Yes. And also Mr. Irwin has dis- covered that he has made in these two pieces, Mr. O’Conor, in his addition of these two pieces a mistake of 10 acres. Mr. O’Conor: Where? Mr. Curperrietp: It was in setting down the figures, it foots up 58 or 59 acres and he has set it down in his total as 69 acres. These are the figures, are they not, Mr. Heilbrom? Mr. Hermprom: Yes, sir. , Mr. Currerrietp: And as to the total he said 446, and he ineluded 10 acres here and 19 there, and an acre there and 8 acres there, that are all embraced within this description. The Court: I will allow you to recall Mr. Irwin and correct what seems to be an error. 1663 Mr. Cureerrietp: He wants to make a correction any- way. The Court: That seems to be the only difference be- tween you, 322 Mr. CureerFieLp: He wants to make a correction as to the error of 10 acres in his computation which was purely an error of transcribing. The Court: I will allow you to recall him for that purpose. You may call in the jury. Epwarp SHANNON, a witness for the plaintiff, recalled for further examination, testified as follows: Direct Exanunation by Mr. O’Conor. My name is Edward Shannon, I live at Shippingsport. Shippingsport is located, with reference to the City of 1664 La Salle, about three-quarters of a mile south of the city limits on the south bank of the river. JI know where Shippingsport bridge is. I live about 220 feet east and south. Shippingsport bridge crosses the Illinois River. I have lived here about 16 or 17 years. Prior to that time I lived in the City of La Salle. 1665 My business is fishing. I have been engaged in it ex- clusively since 1905. I have been acquainted with the Illinois River since 1880. I took up my residence south of the river in 1895. During that time my occupation 1666 has been mining coal in the winter and some in the sum- mer. Otherwise my occupation has been fishing. I live a little over 300 feet from the river. I know the road that runs east and west along the bluff, they call it the Deer Park Road. I live north of the road. 1667 From 1895 down to the present time I would see the Illinois River every day during the fishing season unless I was ill. JI can see over the bottom lands from where T live. I fish all the way from Rockwell shaft on the bot- toms and then I would fish in the lake. In a general way I know the condition of the Illinois River as to levels prior to the turning in of the Sanitary 323 District waters, and know it since in a general way. 1668 Gathered my information from taking observations. I took notations for a while. I don’t know whether it was for the defendant or the Washington Hydrographic Office. I don’t remember what years. It was since the drain- age water was turned in. There has been a difference in the stage of the Illinois River since the Sanitary District water was turned into 1669 the valley. The river is a good deal higher than it was before the drainage was turned in; rising every year; it is getting higher each year. In the last three years it has raised each year, the low water stage is higher than the preceding year. I have some permanent marks by which I can determine the rise. There is a stone in front of the south pier of the bridge that used to go bare 1670 prior to the turning in of the water and when I used to take measurements I went to the rock to determine it. It was right in front of the south pier of the Shippingsport bridge. I found that this season the general average was about 44 feet over that as compared with former years prior to the drainage water coming in. At the bridge there is also piling, the piling of the bridge, but there never was any mark placed so that I could determine exactly to estimate from the pilings. The pilings were west of the Shippingsport bridge. I don’t know when they were put in there originally, I was not there. 1671 Prior to the turning in of the water of the Sanitary District I should say those piles on the west side of the Shippingsport bridge could be seen every year in low water. Some of them would project two feet above the surface of the water. They were not uniform in height, some of them would be five inches out, some six inches and some two feet. I have not seen them over the water since about three years after the water was turned in. T did not keep any correct track but I think it is about o24 1672 three years. I have seen them under water, passing over them with a boat in low water in the summer. It is pretty hard to determine how far below the surface those pilings would be in low water. I think the last time I saw them they would be six or seven inches under water at low water. 1673 Also in using my nets when I set them in low water they would be in the path where formerly it was tramped down hard. And I set four foot nets and it was covered in low water. That is low water on the land formerly along the river where there was a path. That was on the south side where the path was. Where the path is at the present time I set the nets and the water covers the four-foot net. 1674 The water covers the outlet of the lake to the river. The body of water which went down there, that lake out- let, 1s located at the south of the canal and comes out in the river about at the point where the canal comes into the river. That is what I call the lake. Formerly I used to have to get out in low water and push the boat through. There would be just a little water running out 1675 of the lake that kept the mud wet and I would push it through. Late years I row right through the water into the lake with a seine boat. During the summer I would spend two or three days a week on the river. I fish in April and start in July, August and September, and on until it freezes up. The water falls slower, the flood water is slower going down. I don’t think there is much difference in the rise of the river, but if there comes a heavy rain, of course 1676 the harder it rains the quicker the river will rise. The general level of the river is higher. 325 Cross-Examination by Mr. Chiperfield. I was formerly engaged in mining coal until the win- ter of 1895, since which I have been engaged in fishing. 1677 Formerly lived in the City of La Salle and moved over to where I now live in 1895. It would be about 17 years 1678 ago. Seven years ago I was living in Shippingsport. I was generally acquainted with the [llinois River. I did not know the land Sam Waugh farmed at the time he farmed it. 1679 That is the bayou which Mr. O’Conor called a lake on the plat, which you have, and which empties in near the Illinois and Michigan Canal. I am acquainted with that locality. I live close to the Shippingsport bridge, about 1680 180 feet from the south end of it. Have been acquaint- ed with the curve in the river since 1890. I don’t know the height of the bank on the side of the river opposite 1681 Peru; on the lands Waugh was farming. As a guess I would say that the bank in low water was ten feet above low water. 1682 @. Then since 1900, when you say there was low water on the river, about how low from the top of that bank would low water be since 1900? A. Well, that question is pretty hard. Q. I wish, Mr. Shannon, if you can, you would an- swer the question. Mr. O’Conor: Will you read the answer, please? (Answer read.) 1683 Objection by plaintiff; objection overruled. 1684 186 WATERWAY, LOCKPORT TO ST. LOUIS, ETC. ‘Discharge measurements of Illinois and Des Plaines rivers - Continued. = ILLINOIS RIVER AT PEORIA, ILL. ~ [Survey of Illinois and Des Plaines rivers, 1902-1904. The gauge readings refer to gauge on Peoria and Pekin Union Railway bridge. Elevation of zero=435.53, Memphis datum.) taken from Peoria and ekin Union Railway . bridge). a Mean | Dis- : Area of |Maxi- - at e8, Date. Gauge cross |mum Width.) % eloc- charge Status of Remarks, reading. section.|depth ity per| per river, | fs : ; > second. second. 1904. Feet. | Sq.ft. | Feet. | Feet. |. Feet. | Cu. ft. July 2 8.0 | 3,764] 13.0 460 1.77 | 6,672 | Stationary..} No wind (taken from cable . “ue ae ; at mouth of Farm Creek). July 11 8.2 | 3,708; 13.0 420 180 br G67 1.52060. sens Light upstream wind (taken | . rom cable at mouth of : Farm Creek). June 18 | 9.9 | 4,676 | 15.0 460 | 1.94] 9,065 |..... pe ae No wind (taken from cable : . : : at mouth of Farm Creek), June 10 11.4 | 5,482] 16.6) 475 2.88 |} 12; 980 7. -... do...... Light downstream wind , . (taken from cable at A ; . mouth of Farm Creek). May 27 11.9 6,018 | 17.2 475 | .2.44 | 14,662 |..... Eades Do. aan May 13 13.8 | 6,683 | -19.2 BOO Ph 2078) AS Bae home oo ogee pie upstream wind (tak- en from cable at mouth of i ad ; Farm Creek). Apr. 22 | 15.8 | 16,275! 23.8] 1,020 1.87 | 30,456 ' Falling..... Light upstream wind (taken from Peoria and Pekin — ; Union Railway bridge). | Apr. 21 16.0 | 16,498 | 23.8] 1,020 2.02 | 38,306 J..... do......| Strong downstream wind ; (taken from Peoria and Pekin Union Railway ; bridge). Mar. 22; 18.8 | 17,916} 26.07} -1,020 3.21 | 57,588 | Rising...... Light downstream wind ce (taken from Peoria. and . Pekin Union Railway bridge). Ma . 23 19.3 | 17,819 | 26.0] 1,020; -3:33 | 59,333 |..... TO acon Strong downstream wind i NoTEe.—AIll but last four of above measurements are the means of All were taken with a Price current meter, large size. ILLINOIS RIVER AT PEORIA, ILL. [Taken under the direction of the United States Geological Survey. The gauge réadings refer to gauge at the Peoria and Pekin Union Railway bridge. Elevation of zero= 435.53, Memphis datum.] two consecutive measurements. NoTE.—All measurements were taken from the Peoria and small Price current meter, - 1903. he ty Aug. 22 8.40} 7,218 |..... ae POE Ta Bc ak Hic God ie Ab ave coekeauwes Nov.* 12 D1, O80 Ta cwcccctvcunwet’s Ride) Deka We aney ace umne we July 5 ERA Se” Ff ERPGORE RET Fee es i ee Ee ee Oct. 23] 10.10] 9,699 |.......]. valtde'sts UE OW Oe ea ae Sept. 25] 11.92] 9,987 |.......|. hice CBP. (18, OA tee ee acy co af | May 13 BS. O04: 34, O78. bo wiies sé 947 1,39 | 15,358 | Stationary..; No wind. May 18] 13.21 | 11,883 |...:... OE 21,43 | 1601S fo cscs Mar. 3 14.94 | 18,297 |....... 953 1.75 | 23,285 | Rising...... 1903. Apr. 8] 15.28} 18,718 |....... 951 1.88 | 25,840 |.....do...... Strong downstream wind. 1904. _ Feb. 4 15. 42 | 18,689 |....... 933 1,20 | 16,305 | Stationary... Do. 1908. Apr. 29 15.60 | 18,712 |....... 956 1,90 | 26,079 |.....do......| Strong upstream wind. 1904. . Apr. 24 15.70 | 14,076 |....... 947 1.96 | 27 1 ream May 1! 16.00 | 14) 460 |....... 952! 2.16 31318 aie ta INS Ss. ares at sea ee: 30 16.33 | 14,876 |....... 943 | - 1.58") 21,124 | Falling..... Strong upstream wind. eb. 14 16.33 | 14,815 |....... 955 1.50 | 21, 784 | Stationary..| Strong downstream wind. 1903. | raat 18 17.58 | 15,738 |....... 966 2.62 | 41,219 | Rising...... Strong upstream wind. 1904. ; Apr. 16 18.00 | 16,869 |....... 953 2.46 | 41,460 |........--+.--| Light downstream wind Rabe 7 canes bape $08 | BE7 | BB RN7 |--+---0.-0----| Strong downstream wind, Apr. 2) ©21.17 | 19,813. |.......| 968] 2.171 410041.............. St neaeaie wind Mar. 31/ 21.48 | 20; De bee WOR COOP. ae wet. pede re ae Mar. 28| 21.83 | 19,979 |....... 9538 | 2.98 | 58,370 |.............. Pekin Union Railway bridge with a ae $s uae ai98 15 “ai Satay e asses nae a Scone debe mom. wn Seah 2, Y ° ee Tie ei pry P ei F . “ By : 1 Broecaah 4: dake Metal tail Owe ug ti oe i ote wed ” Bede x tin ran as z 4" +3 ‘ . 2 eae Snes th pate Stoker Pas teres $ + ee ee ‘ < eS: ' iS a PEN i Sond SAH we pes BOTY Be i rae en) ue i‘ "th, ae +, Cae uh > came ee ; § sa bd ape yee Fas? ae art saby Pes $ fs é: Rohe (Ne 2? See cites Vr Deus F ty? eh hy a by aE Le Ae 3 ith or Moerker ety Mae 2 ht eee eas) Tee ee eae ng Mae Ty “} gate Lyoasinage 5 ee Pea yf - ei 3 aie eae. So oy ae . bone mo ms rae ifr At at Res nad cages. a 54 cs leet ioe wf es v ae Te awa ~ ow’? . x 2 Fit a a ~ os Ae as ae i os os xs Sat igs : ‘we sf Fe wee Fe fhe lngst Tig ENR 5 Gait aR ‘ig 7S GKaE ORE ¥ Sie Vee eh paid ie 13 1% ye vite) ag wn OAH af ile | Sa ED be th ea Wee ee > oe eh BS. ae a io ie ot fos ni a > + a "es « ~ - . ewig stad ae ‘ Mr Ui it Ped cree frat : : ard et Le US Se ae 0: o coy : ; . tapi <% Ooi Ole ay 3 i Sa Reese res ‘Arey tie 2 ei Ca: MSM aes 4 iiius) isaac: deen? cree ene etn OF eran MOSS Borie Lie F “seh iad f FEC ; ae {Oye t : i ays ae IOS ive Mid eaAh D tad elie "ste hin ey Pe eae Terar eee wees ned ae Beate Ne ay loot, fo 3 ‘mie Vests aged 16 ots debi WN salen rien ing he SANE OFT Vy Shstopereezn er sake OF tant an va) a | pile AE SORE SEA st 6 RE rete a bike Lies PA aoe TM AGET Beis) ELL ET LET ey x ; Su Xe ous oe <7 & a 7 ys ry : , ~ { ia Py te PRs g wwetay: capiaey wt ganpnet Sa Sg A seas te? at} ie mebiineetio, cots TeRG ND ehi's 03), 2S ty Ln COR ar Pen Yaw RH sie? Stash tie pera “ Nia) eeihaees RAP illo =. Avila uchiha same cite a Ue mullet Wd pahedianc re tele moray Pi yesipdacc igh’ in either ere ‘ ; 2 : : eee. ut t ‘ ‘ } & oe hee awe | Soe ae o iad i 2 : Ve * oe , a ¢ 4 a 7 ey a 7 a ; p- s ee oh eek ‘eu Cee nag i AEE Sg Senn hae ed ere Per twee ce a Ls : 4 Oe oe he > Lane ee ee : G, ; bea e ree mee We, Oty of Be ¥ | 7g Fk ed ‘ ‘ fe ae wee ~ae8 ver Rtas AS fp al pe **’ Sica. “es ‘$ ti.2 ; te pt fh & tins ‘oR Ld » i t ti $ Mia aad * ee ral re Pes a of ae = 3 . M5 i ‘ é; i roy ed, Lee Ie ow ines mee gum Sia sho ae al ~ ie oil ie ee 8. > selaod. 9 ’ :- . Parone BOR ahi ; sae i ant : Tle aes oF | Re ‘Lh : Te et £2 6 400d Gere . nals = ; a) 4 3, an ]st mee i | ra Sk ¢ i= '9 B+ & ’ L~ ing : . i yer) one dl Ps Peis : ay Hs } Bagi bs A ae! ee ra mo t ; +e | Wife Bene ; B ; 2 ae wi ef oaae BLAIR ; ade ten ak ees | as fi, Mea a mt 138 | iad ay te sri BA ri + : ee j 7 cp * ‘ vd - ae Loe ie (fez i ei : ; AR : : ie s Eh ‘ ee Ste le Are j aye ba H Pe aay | 3 Bet ve ae an: x ‘eon rth ae : : XA ; nk PIL ese ae f, Oe B : : fa - _—_ by ete : - I thie” at ; Ah - fecal i : re Ge + . F Pi Soot Sy Rs lr i 2 $j ’ Las ee fe v «se ce ren aes . ay aS § o “e 4 wa ieee i get at t det 67 ‘ ” . ae : iy “oy tee De Ale Pal erent ei ged Ua giana sony mie e Ore ly Ae | fot mnie nl Wi 25. ai a ¢ ‘ +? ers - se * i { ? : eta Vy! + een q ae bi ‘ ve Pe eae ® ay Hy « je a Ai - te, a vag een SP BE | oe, “4 jenvw mssviotie Bits (os Gata 38k ET BE OE da te of Riga ws emetils AL as ree. ) +. 2a Se t oe ° ‘ae re rye a i ae t ‘ eo cs Vi Mit te y beg ie 4 weed x & * 3 Vee... preted © . ¢ ' ski aN te Re a, ‘ Beat: oa « “” Je apenas ¢ oir a * TU ry wit oe Lf soa) ‘ STAN ily I tesatiet = Nae ce, ae © Ss nes i) + bes PD £ f : : , 1 7 ar” rey tah Ue ey: fe pik bei ee eee ee P a ke J are . 4 er ays per ta wes me Te OPT te RT Si " gb Piet FS De od iss ag a 44 oe 4 sypaiang “ie be «5+ i iz . we sat : pee steae Rid WIE Ts can shat 4, sn oh ae § TE 2 Rox, ‘ of 5 a a ee deka ei ed a: ‘ AEP ae Z a me I t ; 4 ’ » DOLORES | Eyer Lage. - thee Lanse nnrnn soma othe neti an whi t, Seen ‘path we ily . ft < oe he f J mt 4 * ee a alba Os a al ai se ay, ‘WATERWAY, LOCKPORT TO ST. LOUIS, ETC. 187 Discharge measurements of Illinois and Des Plaines rivers—Continued. ILLINOIS RIVER AT HENRY, ILL. {Survey of Illinois and Des Plaines rivers, 1902-1904. The gauge readings refer to lower gauge at the lock. Elevation of zero=436.64, Memphis datum. ] ' Mean | Dis- Area of} Maxi- Gauge |". veloc- |charge| Status of Date. reading, CtOss_ | mum Width. ity per| per river. - Remarks. section./depth. second.| second. 1904. Feet. | Sq.ft. | Feet. | Feet. | Feet. | Cu. ft. - Aug. 4; 8.0! 6,295} 20.9 520 1.13 | 7,134 | Stationary..| Light upstream wind (taken : from cable about 1,000 feet below bridge). Jyly 5 8.5 | 6,348 | 21.5 520 -99 | 6,299 |..... do ......| No wind (taken from cable : % . about 1,000 feet below bridge). June 11 11.0 | 8,356 | 24.7 7 76 Mee Bib | Gia OF > St a (se Do. ILLINOIS RIVER AT LASALLE, ‘ILL. {Taken under the direction of the United States Geological Survey. The gauge readings refer to gauge at the highway bridge over river. Elevation of zero = 587.08, Memphis datum.] 1903. . Aug. 23 —140. a, 152 eccceceleeeececes 1. 04 v2 448 eeteeereese eeee aS Se Ga Ys a meni NE ee aR SNS May 12 |—136.50 | 9,345 ]....... 657 1,18 | 11,111 | Stationary.. Apr. 4 |—133.60 | 11,281 |....... - 690 1. 56 pe fa ONE No wind. Apr. 28 |—132.55 | 11,805 |....... 658 | 1.61 | 17,884 |.....do...... Do. ar. 17 |—129.74 | 14,187 |....... 692 2.26 | 32,006 | Falling..... Do NoTEe.—All measurements were taken from highway bridge with a small Price current meter, ILLINOIS RIVER AT OTTAWA, ILL. [Taken under the direction of the United States Geological Survey. The gauge readings refer to | ote e Chicago, Burlington and Quincy Railroad bridge. Elevation of zero = 587.05, Memphis um. . ip Be \ 1903. : Aug. 28 |—129.57 | 2,924 |.......]........ RI CTT A ip. dndiesecanen wee | hase. 04 | 2, 847 |... ole nnceees RO | Fan ns oh wkc asin Nov. 12 |—129.00 | 3,090 |..... ‘Jd piwebwlaass BOB: Fs BAO io cd. cweccuce May 12 |—128.42 | 3,511 |....... 545 3.32 | 11,616 | Rising......} Light downstream wind. Beeeeae [= iee.85 | 8,466 |.......)......--| 3,86 | -21, 002 |... cence 1904. | S berga . Se May ‘19 —128. 10 3, 583 ‘eseeeecesleosesn eecs 8. 29 ll, 754 eeeeeeebheeseee Downstream wind, 1908. | a fame. oe taened. Oe.) S&S, 609 |....ccu]escadecs 8.75 13, 543 | EL Se Apr. 5 |—126.25/| 4,738 |....... 599 3.71 | 17,573 | Rising...... Strong downstream wind. Apr. 28 |—126.07 | 5,001 |....... 609 3.67 | 18,340 | Falling ..... Strong upstream wind. ~ 1904. : i : May 2 |—125.80| 4,775 |....... 609 OE A ee Light downstream wind. Apr. 17 |—125.40 | 5,164 }....... 627 3.62 | 18,714 | Stationary..| Strong upstream wind. Apr. 26 |—123.90 | 6,136 |....... 652 es oe ae ee Strong downstream wind. 1008. | ee Mar. 18 |—122.98 } 6,818 |....... 651° 4.53 | 30,885 | Rising...... No wind. Mar. 30 |—118.30 | 10,217 |....... 746 ee 8. Ce Strong downstream wind. 4. 96 | 54,473 | Stationary..| Light upstream wind. Apr. 2 |—117.30 | 10,987 |....... 751 j | ; Nots.—All measurements were taken from Chicago, Burlington and Quincy Railroad bridge with a emall Prira enrrent meter Bad ¥R ogee adit Pe ee ee ee a ee Rass roe seielir or990 8 Cog igen is £ Bs i TG. one 3 ; F ; “ mo age vo -e ~ ted ir an - on : * i : Ae ‘ 43 bs z ai

: ; . } 4 rn ee ee Ape ntitainggteoeatiactar tm ~ din ate OT sole eh he 5 se wee koma xk wae oF ros a Ea ok - ¥ ‘a ; - pe . eee neha Mag i. ” a9 OS dem ay e eerie oi beens ‘does ti ree “sy Pe aa avons ad . ty ra anes i e. ; : ; Fi - “ publ st. te Abbas 2 BAS GS ae c ; oy awe ia For Bas » ehaeanae? tp +a a DES yeep WINE gO BETS kek | . Lskt bs me, v1 AGN n> po} yeh 5 xe le tity q 4 t A Er 2 +? « ¥ oF ee }* z e ree ; “ayerges ee yn ; ae Af mA a - n H hk - 5 | aah eons Oe eT Sek, teed Ae - mA ; f : a wee eee er PAY FS. seGers % ~~ apes - we all re pet neta lee rte Rat ee he + -” pa ae cy by * pts. is 4 ASD Bias a are Hy oar ‘ pow aiie A we eS hat cunt igh ite ee ' “a 5 AES Hite ‘i os ae MEA, Brae Aa sy tk EE S ae 3 Shalini darn ware re fei asap eal ane Me whidosaiti : OF Yel en a cet Beam ae ie - outs REN 0b Fe: «O88 a, BREE RRS AE nies vik scones hades. ange yatinget Pra: oh ais as ” = apt ie pebahie der aaa ir et aie og ~byinicoeaere mt _ he Ag “er * naa + dane. , ot pr Cy See j wtp 4 Ps iad dah i as ea Coe i mee Ae - iy *% seh oo hia acy a no dre oh eh aoe a ' ~ >See aw? ¥ r : . a ' | : ee Sate Sere yy eet e rs a itil yh dv at th of ‘ary af Mey % caave é My * > “iF we? \ wi. rick 4 ’ ah i indady 5s page * BM aS? eh’ BP i ‘* éuaaw ve a St ye cf - “a 4 : ol tras. e's = as iF vs a peels ++ A Des , Pgh a . 4 “o 1p ae | ' 7 . ¢ ; F F A; ; ° ‘ t cre iy Sag rh : ett ght Ny ; ss , sete aD ie em me 8 ew Qe | | . es De Fe om ; <4 b hy : i re Hy King a ae 14 A ME Kaibep stiuapsiay sed Sten eh be ce Dane Lees 4 ast : f F . Srithes ae ee NLS 1, ee an ie if ‘ e : : ' eter sae a le fn ae res ot M ate ees e BOs :. Renate + REY ¥ » Baader assoreere ihr IE, h. wantp pane ee a tt ¢ : Laie: ¢ ce ; J wy #3 ; ; Y, A . s * ee Saiieody 4 te sees bot : ¢ i ’ ‘ er Ress DEMS is ale at Bul hon F Mee ferea vy gl > $ ae fui ADOT? 3 Salen + A oes oi : ott i Op ty oma ke want ms adil ‘eon gest 9? (ute rs si ee wes web a aanad Dain pe Pere “ ed weagiewi ‘ o Sa a ae 4 ot a 7 “4 out etait 4 a 5 yh eagle bees kag, és baad Bisse: iis M “opts eeu L 188 WATERWAY, LOCKPORT TO ST. LOUIS, ETC. Discharge measurements of Illinois and Des Plaines vivers—Continued. ILLINOIS RIVER AT OTTAWA, ILL. [survey ot Illinois and Des Plaines rivers, 1899-1900. The gauge readings refer to gauge on highway bridge. Elevation of zero=454.74, Memphis datum. ] ; . Mean Dis- Area of | Maxi- . , Date. |, G828e | cross | mum | Width. 1° a “per | river. a ee section. depth. second. second, 1900. Feet. | Sq. y Feet. | Feet. Feet. | Cu. ft. 8 4,22 g, Ma os Met & . & Saas eee 2.09 | &, 805 ae Sawa Do. ne 3.38 4, 196 SSIES NEMS EGS SF fe has ac AO Fe aes May 12 a ® 7 a 2.17 | 9,415 ‘Biationary.. May 9 SORT S410 |i. 22-00). nceccce 2.29 T 9, BB0 ne. 2A oud ken May 11 RS 20S RR Sea ie 9.21 | 9,955 |..... ae Apr. 16 he Be RR, Sara 2.39 | 11,745 |..... GY cutee Apr. 12 See) RETR Wi ckadcales segues 2:90 1 13,802] ...5. ee Apr. 25 ee Be Be loateny cle eaw sues OGY TS OES fice sk 4 fa SEP Riad Do... Ate). AOS len dase sheswenash 2.67 | 13,348.) <<: = ss swe Apr. 23 4.63 SMa Gibhsn'p ha won 2.57 | 18,133 | Falling ..... Apr. 17 | SAB Ree eaerener 2.61 | 18,172 | Rising ...... Apr. 12 Ce Re eee, eee 2. Gi 15, Gib teres. Gh naa Apr. 18 er i ees ely are sue Oe 206-1 14:20 hw nn he an Apr. 21 5.20 t ‘6,482 |....2.. Did wane 2.74 | 14,992 | Falling..... Apr. 11 6.90 | 5,682 |....... ria ech 2.67 | 14,614 ec ee SRT? Raa eS Bk a iE 2.88 | 16,599 | Rising....-. Apr. 20 5.00 1) 6, B08 fo cennes has akewe’ 2.86 | 16,585 |..... QO He tess Apr. 9Y G. 22 b: G, 147 |. ncsees baidasies'ss 2.97 | 18,243 | Falling ..... Apr. 7 he ee See Fant ing 3.09 | 20, te 8 eee O0:.< hows Apr. 6 7.25 | 6,681 [iicies: Jesseeees 3.13 | 21,505 |..... A0x 2c. i NoTe.—All measurements were taken from the highway bridge with a large Price current meter. Discharge measurements of Fox River: AT OTTAWA, ILL. [Survey of Illinois ana Des Plaines rivers, 1899-1900. The gauge readings refer to gauge at. Decnaree section. Elevation of zero=456.33, Memphis datum.) | Mean | Dis- Area of | Maxi-| De : veloc- |charge; Status of cross mum | Width. ity per| per river. Remarks. ection. se ay ‘second. se cond. | Gauge Date reading . | 1900 Feet. | Sq. ft. | Feet. | Feet | Feet | Cu. ft. Apr. 18 Ge se Oe es [ede eeeee 1. RSL AS QE cenicws ‘ewanties Water backing up from Illi- nois River. Apr. 12 Ey Nes Es at ee Tht arias Tei eee oo ve ne ee Meter out of order. May 9 Ne Be SR 99) L, POs one ve seduade Do. May 10 Sp EC" S ey Renata HA A OMEIRES nicica'sbinds Do. Apr. 23 Se a eS ae Be ihge ais A eR) ea Mayet} 8.981 1,88%).....:. Baka naes . 65 | Bie suceccahics Apr. 21 Ty a ie aa [oanes ess pe ELS a Re” |), Sen ea Water backing up from Illi- / ) is River. Apr. 20 8 4 ee | Seb eae | 1. 28 | oo A Sik ie Apr. 19 4.02} 1,692 |....... he baad 1.31 | 2,280 |......... piles Do. Apr. 9 re ae eT Bs Wan 1.208, BBB ga sendie ss Apr. 7 5.45 | 2,003 | saver | Lea 1 AE hs SSR i sienna NoTE.—All measurements taken from Main Street Bridge with a large Price current meter. risk on a Ld — a! on : A ni ee 2 Wik rhe? bai ta > eI ee oa Wl ee ee Oe es Sal ee Le, bay a ae Pete Cy Fa A ee ! ‘ = ; Y es A j x j % a y ty 1 rs ee oe Re MEME Bg roy ee oe 7 | agains ee Soa Ny Bim St Laila ws ee ht ae ¥- 7 ee es Sy ae age y ald . da * . ‘ oe ae aud aiktenadaee i ve! stele a a lias pens J» | frye leagnhe ait gag Batt _- re 7 : Nie 3 pale i . oye t agi y £2 ca ‘ aby ‘ 4 . ba : oe hi a \ BPA | és but Ad. J Rs ea a Wat Re See eee > es + ajek ‘ 7 ‘ , ie ; x r Bins Wl Tt hae t ae 4 : aa ‘ fiat a fe * a & oa 4 eh yee ae 7 a 7 oy uss ie aera a iSr MAE ' We tah ae tee a. Ue: e + SP ta r “eo rf 5 ‘ 4 ney oe cart “Rh, te *) « ha me ee a if at Tent ve f : ; Z ; Dari Re. tae eb ene tnee a te pee LR ag nd™ pas Liuleuh ie etal Vealinndlfls sa ge cota ite i eh Pe U Rane ewe 496T deel ss eile ee. teh aid wave te: pe Noes? gas mn, LTR sepia lr MIveMstcy OF LUNGS PET a Bas elt ed oa BRYA 8. ay “yh ate lcea bape a 7 aldl 2 en tele Ge . Se Cael ae P : ee 1 ha vee drab ne ee ‘ y ii of mips be kg Dot ea ey YORE BRT). CE I tet ay wep me cht fon tot aermides geeky stew. aru a Peace Be PON. cao ad hatched hetero Ly eabier< “end ee ee re * hae ee lew ey runes es. eo pv bes ae ae nee we oe ar i pl ot ee a pte ae rere eee id & ne ay pos se TaN Reetas, st | iA Be RET eee a cei ditied Bi f 5 Redes ede: honk ee 2” ot ee S . ‘bey Cz vg! ¥e Meier " 3 Leyt See? A tg > 4 ee Fe 6 404 Aa pm imbue ap petnl dame © oes ony bine pape eed niche tia | 3 digitink ot dogo chek wi ee ee oe Pag va se he gr 2 arvit Sae Wya f a ‘ ; ‘ e ; ,* 5 an ; ¥ “ 4 ig) ; eorcs 4 Gus oe re een * a ; a eas aid a eae. eR Je ie ce a ead eh pitare Wals ae bod te < ; , : S. ee “we arr a tz be al Hy 5-6 erbie apeUE WA te ot RBI EG RMA Ran + See Le ' Ph mi a ; : ‘ ‘ raf * of ~ eS ~ . . 4x poet ~ ™ >. ‘ e x ae » « * * * e « ie ny . . + eo§ - * ot - . : iy li t Seat OR gee ele ee coe ee 5 A oe ee Rt Oe sale say oe pee pave mp ben nt EE a Rate | RS ia nee uals are tb * Lim we ee: Dg ie Oe a os et ae ey, Bae, b rat é . af ED 4 OS eat a c ~ : ; . on ae a Pe Bie ae a ea! ee ee) " ; Ade ee 7 PORT e i a” * h ; ve Fs UN” Pea wit Janel se Pa ‘pet © ius iin oo) Tee?) * # ‘ egy ty ; en ne a ei pig bee A? ae ts a SACL * or wa§ : ; see Haas 2 " 4 . hee es a, i . ’ . ye \ tt ade aw a 4 . ¥ (ae he we. .s Ph se, ws 2s ee f. ee 60 icicle Lert gh ep = « Brite ¥ 53 eee Ss _—w ae he * A : le ot 4 © Ww Byes oy al ie Say "lh AUN my bee: oe ekis ach ; itil ee we ee a pians paged ne 1 ‘ ite % Ms a ‘ ( eee inset ~ akcahanee Na nin = ace i tans oe Tet 4}° i & 13 Pe cate 9 die epnpal em a ee owt re ey sey e ee ee a er are ~“a) a sf ke Meet —— * ro] ” ce F =, « ide ~ Sm > 2% cintimd swith othe 2¥i7 ‘3 far a = - nate aoe PEAK eEs a & wre he & Lewes ae wi Bowy is we Cae ax ~ mig hohe om el Ks Pare te ~ oe 2e bs hehe ru dfiodeesint Tie Wu nineties Nast een tee Poh eas es 4 + as: ee fe al See eee ) 4 ag te, > fs + ‘ei re, are a A 4 z r surat ngs ilad ad! Be & . pad ee osu Svtew saa MEE, tae eres rains es apt ct 4 . re ‘ an. 3: a a epee, Ake Rai $35 : oe = hieesoct Pe ne ee vay ss uel prep . : 4% . BSS: ae? ee - 3 a he} : +2 a i) ae minim mo ye wey ag & co « ae we “Be eras SS ay Fon + ie 24 “4 ESR Sp ka Aa foe nite OF ys. ; # “as oA? = ane £ 2% Os ty Airtel “ 0 et ee 74, = + .* Af Se € = ere ee con 68 ye * ad “ee a => * * 2% ER Sane eek te | ae Seger s ee a 2 —s eee 190 WATERWAY, LOCKPORT TO ST. LOUIS, ETC. Discharge measurements of Illinois and Des Plaines rivers—Continued. ILLINOIS RIVER AT MORRIS, ILL.—Continued. G “Maxi relod: finaree | Latitas ot , auge ; : veloc- | charge us O Date. reading.| CTOss | mum Width. ity per| per Svar. Remarks. section. depth. second. second. | a a a ———— —s SS en 1892. | Feet. |Sq..feet.| Feet. | Feet.'| Feet. r Ou; ft. May 10 OST BONG bode hos eee he | ey Oh ad 961 9400 be ae dees het, Re ee Do... ee BS oe Pear oe eb See ee 23 cubic feet of total dis- | / Re | charge was over bottom. Boss} = Ioe } 9. B87 1). tee ae. 4 ae oe 27 cubic feet of total . dis . ; charge was over bottom. Do...| 10.05.| 9,583 |.:.....1. ee OG ON AE Tel ok 52 cubie feet of total dis. charge was over bottom. BGC.) ME MAGEE Icocochekevareeesl ) bl OL. to a eee, lawakemeus -----| 58 cubic feet of total dis- charge was over bottom. May 9 DOO) - 2, Ae thon tac tlcwmakies ST RR OCREI Cs da knew ene i 113 cubic feet of total dis- aA charge was over bottom. Do...| 11.21 | 10, 265 |.......]...2..-.| 2.98 | 30, 166 |.............. 122 cubie feet of total dis- ; ; | charge was over bottom. Baars BA. OL) A OPA lone wkenloucowd pe} 804 | 31,500 |. ccewceesss 128 cubic feet of total dis- a) charge was over bottom. Diccl - Bac O.) BO GEO Bic ceesel.s ee S02) SE OO lisae vane scons 148 cubic feet of total dis- "ta charge was over bottom. July 3 LL. 76} ORT ines. Fd ae adh: Ree LEI Dab alee an la prbioniew , May 9 | 911.90 | 10,768 |.......)..... Sen 1 cain a Tt ae Pe Ch antoh cic wake 158 cubic feet of total dis- | ; , charge was over botiom. July 8 VE pe i Es 8.90 1 BBB7O 1G ceticewacwese DG .uc) © 2287 1 PGR I. nnccns|- las a inated DO Ree ha soe aoas July 4 BAe EGMECTAD Racueuecivass<>0s S18: 1 BOG foc uast eck pa July 3 NG Og ee ee ER AD AT A Lilac wie wrevdlies . July 4]: 12,90 | 10,861 |....<..|..... PN hey At + Be a Sais ; May 9 ir Reon | a Se * 3.15 | 34,935 |..............|-181 cubic feet of total dis- f ' charge was over bottom. May 8 RR PD ia wow slodescccs eK ge a ee 773 cubic feet of total dis- : charge was over. bottom. oe ee 0S) et 8 eee eee BS 1 SEG lin chkeccvcesces 1,377 cubic feet of total dis- ; | charge was over bottom. DOuFsl A MRE fod xccice le cee ccas O34} OB Se ies oc wtacaveat 3,414 eubie feet of total dis- . "s \ ; a ; - @harge was over bottom. Do...| - 15.15 | 18,078 |....... ERE 8.25°| 47,291 |,......- see ,| 4,796 cubie feet of total dis- . | charge was over bottom. - May 7 Ae FN es ee o-| - 2.97 | OO, 304 je... hip alte an 16,743 cubic feet of total dis- : “ae. : charge was over bottom. Do... 17.75 | 14, 870 eeeeeesleeeecccs 3. 07 62, 313 eee eeeeesesces Do. : UT i RR ce rao ORE ee 20,997 cubic feet of total dis- a ie say . charge was over bottom. - May 6 REE BEG To nscccelpdveccgsl:) We Me [GFP Gee ledenesss nee -Do. cant EVE EM OED bececccelecvodcee, 8.06 |} TE, FOO denecenie «-+---| 24,614 cubic feet of total dis- - charge was over bottom. -_ NoTr.—Where a discharge over the bottom is shown, the areas and velocities given are for main channel only. f a= - ILLINOIS RIVER NEAR DIVINE, ILL. . (Survey of Illinois and fa Rai ry be 8, 1902-1904. The gauge readi refer to gauge on Elgin, - Joliet and Eastern Railroad ridge. Elevation of zero=587. 20, Memphis datum.] June 15 —94.6| 4,318 9.8 565}. 1.23.| 5,300 Stationary. No wind (taken om cable a ‘he Ve | about 600 feet below Elgin, j . ‘ - Joliet-and Eastern Rail- road bridge). July 23) —94.5| 4,353] 9.7 575 1.22 | 5,304 /..... Os anane ht o> a wind : taken from cable about feet below Elgin, Joliet ; and ‘ata Railroad bridge). July 8) —94.3| 4,337] 9.7 560 | 1.86] 5,910 ].....do...... joy 2 LE wind (taken cable about 600 feet : ioe Elgin, Joliet and Eastern Railroad bridge). NoTE.—Each of the above measurements is the mean of two consecutive meéeasuremen All taken with a Price current meter, large size: " wes : ‘ te pees os % Vit eee Re pee te R eee ROS a UR ~l * yee “ke ae , + ars, niet ere ates aan edad kpke ph daaaesieaires .’ ee te eee et = 2p him - ; Sa aK “a . ‘ “F a ‘ ray s Pr da ae ne bu* »: P 4 1 74 aa | 4 Osh set 5 m yee 2 : ene rh, . be a : iit «5% "y ae ' Pa xy ¥4i, 7 od og“t » « | aia , t ei 3 way aires < SS: - r bp ae Phas > 7) Bryer hee | : 3 ir Ln te ms - age i > asi - 7 stecnifienn : P o— ~ ~ * » i . ; +, «< ot Py . Aas toy ediats ee ws 3 ‘ ae t. . t Bee ¥ “3 4 . b tig ‘ Pa 7 co + eB : : ” , Pe ae | oo bee Owe te NP : He - ; ; ; : i : : Te Q E: i ' No ~~ a Yay 4 % ; ty Y Pe ras Pp; Cee ol ee ae ee pel 5 oR Ae - f ft 5 “g Aa => : ~ ' ‘ j > j i . 1 : yy - ' > [ * 4 . ” }. , £. ae 2 - ry Ton te q - * . ot “de a% .& * phi ee a oo mE y t eI i Pe : cf as ; i ; 4 ue, nt . x e « a" A. « ud k + r * see ts . hf P ; i a qe res , ae ou ry ; | i * 7 ; ‘ai } ye a ‘ ie” a5 i f yi g x ie re s* ¥ ic = ‘ a iio See ‘= at ‘ a i $2 rl est ; y - ‘ : : ' } : Ar ey ‘ : x , j “4 - ns ‘ ess ¥ rs > ’ : 4; 4 fe? ‘25 ok ‘ Per / . ' ° « et ¥ * we ol ~ vio “ + .” * Fal ; . vad ’, A) 4 ; ; 8 Ny Fe : n a, be w - ib ‘ es OS | ‘ 2S ¥ rr : Al > ae af oo 4 ey ere Sad 'S Fas GE toa r mad oy r 4 : ri - yy ah ; B. : ter, “2S ‘ ™ , - : * as rs; > ame ‘ ae wEsheie ; : “ee 4 fs aa) We ae Pe te to cine ‘ 4 y * i es 7 Z 5 : ; : O.4e ae a } - : f . pr » é | ; ‘ Kee a wo i ee on ae ah © h os ee ee SS ) nt oy A R Pe ae : = | ’ . i ; 4 . a i | | 7 4 Pekar dy pea ie +3 > ° » i a aid P| Ps Cs ca . ws 4 mM “ fy ae? ae ae ee A ere ee eee eet oak 5 , ey Me act a IAT, vis a a” Th 2 p oe , r eee ee eee a4 ey " BS, eee (i $ - ” ‘ - r ; Poe ts 2 > be ‘ e : er we ee te or “oie Al 4S ~% é ; a & way " Cre oo UT = a ‘ WK “ Pe et ms aS ee Ris ol Kinet : | ; . & 2 Be 3 iow as ; S ae oe > ot em i Ly 3 ee Mt ‘. q Bh wee +: * } ’ 5 $} Bias, | zs = 4 i J ; eos ; ee , bie ‘i ie: ee ee i : r : ; B HES j «% ie eS “Y*. » awe 4 * : , a ‘Rios , Hiarters Sir ng vy ae ‘. re ik s - " ne, ; . ioe ¥ Dates ‘ ui iL jose ¢ Se 3 "Pe “ ty ‘ tte yet 4: oi*a : . é ; .y4 “$ i : a i 5S ~~ a j “ ‘ 2 b, i t poy * aug. ghatl es ans ty * pepe gt ; x a oe 6 ick ah oe se Se 2 ae ol : A Pies 2 ° ff > , t ; F Fog a een 2p or eee awe bey ne Set Wt aa rll mee * _ ue a : re ai cage? ¢ Wee Cte z es Ae * out t % i A pear tater mewy ks & ey apd E tise hai nea a gees Sars met ie Pah brit hast An eas j ‘gag ie ae - oe os, sclharrell whe § : riges - aa ot ne a Ree oe é fs x WATERWAY, LOCKPORT TO ST. LOUIS, ETC. 191 DES PLAINES RIVER AT THE KANKAKEE CUT-OFF. [Taken under the direction of the United States Geolagical Survey. The gauge readings refer to , gauge at discharge section. Elevation of zero=5s7. 16, Memphis datum.] l eee Nov. 26 86.95 a ee eee ee 1.30 | 5,138 | Stationary.. May 9/| —86.93 | 3,920 |....... 307 | 1.30] 5,078 |.....do...... Aug. 30 | —86.75| 4,029 |....... $73 | 1.43 | 5,758"|...-. Bi omnes July 11 | —86.75 | 3,968 |....... $37} 1.4456, 718 b.: “ORE da ‘ee, 96} — 86,90.) 4,083 |. ......)ccecccee 1.44 LED sd. Oita det he Apr. 9, —86.61 | 4,091 |...---- 370 1.43 | 6,483 | Rising ....- -.| Strong upstream wind. Bept. 26 | —86.55 | 3,845 |.-.....|.---=->- 1.46 | 5,621 | Stationary .. Apr. 26 | —86.10| 4,284'|....... 372 | 1.48| 6,189 |..... aS ale t Dec. 17 | Or eG ae >t aeenene 322 | 1.54| 6,956 |..... ee Ice on both shores. - Mar. 15 | —$3.59 | 5,199 |....... 382 | 1.66| 8,646 | Falling..... No wind. ay Nore.—All the measurements were taken from a cable with a small Price current meter. me My / . z= Le eve w, tA > a9} Toe ey oa on acre wiped sess ard oh id? yo ae i shy ‘ 5 : wv *y : Me ba fave f cite ‘ ie re il 8 pe nO am mynd aRpve pee U pmo 9 Ape AP nine TR te Petheet ng a ag amore s y * ‘ : ‘ 7 » fe 2 ee ye’, wtwy ye * ine ¢ Madsen ere ee 4 ye? pohly aes 4 whee seh 2 arose + - woe 1 pa), 415 9903. Mr. CuiperFIELD: I want to object, first, that no proper foundation is laid first for the admission of the book. 92905 Mr. Curperrietp: Well, I simply object that it is in- competent, irrelevant and immaterial, and I think I will let it go at that. The Courr: I.think I will let it go in. Defendant excepts. HK. L. Coonry, a witness called by the plaintiff, testified as follows: Direct Examination by Mr. O’Conor, My name is E. L. Cooley. I live in Chicago. I ama civil engineer for the Sanitary District; have been con- nected with the Sanitary District of Chicago since 1904, 2207 in May. I am here in answer to a subpoena served on me yesterday. I received the subpoena and I assumed I had no volition in the matter—I had to come. I. was not able to consider it in any other way. I naturally am not in sympathy with suits against the Sanitary District, but I didn’t suppose I had any choice about it, so I came 2208 along. I checked up the data that appears on the sub- poena that was given me yesterday. There are two small corrections there, only a few feet. They don’t amount to anything. I don’t have the flow measurements of the 2209 District from the year 1908, including that year, down to the present time, 1912, inclusive. I couldn’t bring them. The observations have not been worked up. There is a great deal of labor in working up these exhib- its. There are readings in various places and I used, in the four or five years I worked it up, it took.me over a - 2210 month a year to work it up, The readings for the year 1908 have not been worked up so far as I know. Q. If they were worked up who, in the employ of the District, did the work? A. Why, this is turned over to 416 the electrical department. They opened their plant in 1908 and those gate readings and that class of work is now under that department, so I have little or nothing to do with it. When it was under my direction we took readings every half hour, forty-eight readings per day, and the average was worked up for those forty-eight readings. The average is shown on the data attached to the sub- poena. They simply show the average flow during the quarter. ‘T’hey don’t show the daily flow or just how 2211 much ig flowed on any day. The data does not show 2212 the flow on any day. No, it goes by quarters. The data doesn’t show for any one month. The data for the year 1909 has not been made up at this time. We have 2213 no tabulations since 1907. Nobody has worked it up. I used to do that, but I have been doing other work. That is in the electrical department and they have not worked it up. There is nobody there that has the duty of tabu- latutg the flow and working it up into an average. That was one of my regular duties up to the year 1904 and then I got busy at other work and these reading came in and nobody worked them up. In 1905, 1906 and 1907, they were worked up by another man, who had some help, that was available to do it. Since then there has been no record worked up that I know of, no continuous record. (. Now, do you know when they first commenced to use the gates at Lockport for the purpose of letting the water out of the channel? A. Yes, sir. Q. When? Mr. Cuiprerrietp: Now, if your Honor please, I object to this line of examination for the reason the deposition 2214 of this witness was taken and IJ insist they cannot use both his deposition and his oral testimony, concerning the same subject-matter. Objection overruled; defendant excepts. 417 Mr. O’Conor: Q. In the year 1905 was your deposi- tion taken, Mr. Cooley? Mr. Curerrrittp: Then, if your Honor please, I de- sire now at the first opportunity to move to strike the deposition of K. L. Cooley upon all the matters concern- ing which he is orally interrogated concerning at this time. 2215 The gates located at Lockport may have been used for the purpose of letting the water out of the District chan- nel. J don’t remember. Yes, J have been there since 1905. I don’t go there very often; once or twice in the past year or two. They don’t use the gates as a rule. They most always use the bear trap dam and since the water power has come into use it is usually taken at the side of the water power, going through the wheels on the water power and over the dams at that place. Q. Have you any additional gates there that you didn’t have when your deposition was taken in the year 2216 1905? A. J don’t remember that deposition of 1905. Yes, there are two gates down at the water power which went into use in 1908. They are about two miles below bear trap dam. Q. Now, since the year 1905, has the Sanitary Dis- trict of Chicago constructed a channel along Thirty-ninth street in the City of Chicago? A. That, I believe, was done by the City of Chicago. Q. Is it a part of the Sanitary District? A. No, no. It begins in the lake and discharges into the Halsted street slip, or sometimes called the stock yards slip, which is a slip on the south branch of the Chicago River. That 2217 fork joins in near Ashland avenue, which is east of Robey street, about half a mile; about half a mile up stream from Robey. 418 Q. What is the capacity of that channel or conduit, as you eall it? | Objected to by the defendant; objection overruled; defendant excepts. 2218 Ultimately that water flows through that Thirty-ninth street conduit into the Sanitary District channel. (). Ultimately, yes; and doesn’t it go into the channel at a point in the river where it won’t affect the shipping in the river itself? Defendant objects as immaterial; objection over- ruled; defendant excepts. (). Doesn’t that come into the channel or come into the Chicago River at a point where it won’t affect the shipping in the river? 2219 Defendant objects as immaterial; objection over- ruled; defendant excepts. A. Qh, it doesn’t affect the shipping. The velocities in that branch are very low. It doesn’t affect navigation. (). What is the capacity of that Thirty-ninth street conduit? Objected to as being incompetent. (Argument on 22:20 the objection.) 21 Objection overruled; defendant excepts. 2222 A. Why, by gravity, with the usual difference added between Lake Michigan and the outflow, it may be forty or fifty thousand. It might be nothing, depending on the flow in the river. If there is no flow in the river there is no flow in the conduit. Q. I am asking you what is its capacity? Objected to by the defendant. A. Capacity depends on the slope through the econ- duit and the stage of the river and the stage of the lake determines the flow, by gravity through the conduit. (. What is the ultimate capacity or maximum capac- ity through the conduit? 419 Mr. Cuiperrietp: If your Honor please, I object to it. The Court: He may answer the question. Mr. Curperrietp: May I be heard very briefly? The Court: If there is anything new. Mr. Curperrieyp: There is something new. The Court: That is, anything additional. I don’t eare to hear what you have already said, Mr. Chiperfield, but if there is anything new, I will hear it. Mr. Cutrperrietp: Your Honor, I don’t usually indulge 2223 in remarks just for the sake of exercise. I get plenty of that during the day, and, your Honor, it is a matter of right for counsel to be respectfully heard by the court; it is not a matter of favor. Here is a conduit running from the lake down to the Chicago River. The size of the conduit is not, as I re- member, in the evidence. The Courr: He hasn’t had a chance to testify to very much about it, yet. Mr. CurperFretp: He is not going to testify very much about it unless it is over my objection, The Court: You have a right to object, but he may have a chance to answer without so much argument. I don’t say he will have a right to answer the questions without your objections, but I do say he may have a right to answer the questions without so much argument each time. Mr. Cureerrretp: I object to the remarks of the court, and, if your Honor please, I refer you to the case of Cur- ran against the Sanitary District, where the court says it is the absolute right of counsel to respectfully present their objections and to present arguments to the court. The Court: If you have anything to say on the ques- tion, you may say it, but I don’t care to hear anything further said by you as to the propriety of the counsel and the court. 420 9994 Mr. Cuiperrirtp: I want to present that authority. May I present that authority? The Court: No, sir; you may address yourself to the question. Mr. Curperrietp: I ask leave to present that authority to the court. The Court: I overrule your motion. Defendant excepts. The Courr: I still think you may answer the question. Defendant excepts. 2225 There is no fixed capacity to that conduit. It varies with the hydraulic conditions. It has been estimated and I have not followed it since, that by gravity it would take a flow of forty to sixty thousand cubic feet per minute from Lake Michigan into the stock yards slip. That all depends on the slope through the conduit. It is about two miles long. Q. Now, since you testified in 1905, at the time the depositions were taken, has the District widened the Chi- — cago River? A. There has been widening in places. Mr. CuHIperRFIELD: J want to make the same objection, if your Honor please, and I want to be briefly heard on it. The Courr: I deny the request to be heard. I over- rule the objection. You may answer the question. Defendant excepts. A. There has been widening in places going on quite a number of places, almost continuously since the work 2226 was begun. (). Since the year 1905, how much has the Chicago River been widened? Mr. CuiperFIeELD: If your Honor please, I desire to ob- ject as incompetent, irrelevant and immaterial, and I desire to be briefly heard on the objection. The Court: I think I will overrule the motion and request. Defendant excepts. 421 A. I don’t know specifically. The work is not in my charge. I have just common knowledge that work is go- ing on here and there, but I don’t keep track of it. Q. Now, why, Mr. Cooley, has the District been wid- ening the Chicago River since that time? Mr. CurrerFietp: I object to it as incompetent, irrele- vant and immaterial, and I desire to be briefly heard on the objection. The Courr: The witness may answer the question. Defendant excepts. Mr. CurreerFietp: Is my request to be heard denied? The Court: Yes, sir. Defendant excepts. 2227 A. My understanding is there were some bad points in the Chicago River which were obstructions to naviga- tion and it was largely on that account. | Q. Now, since the year 1905 has the Sanitary District constructed any other channel for the purpose of bring- ing into the Chicago River, or the channel proper, any additional sewage? Mr. Cutprrrietp: I desire to object, if your Honor please, on the ground that the contemplated work is not embraced within the declaration or the pleadings of this ease and I desire to be briefly heard upon the proposi- tion. The Court: Well, if you have anything in addition to what you have already said to the court, I will be very glad to hear you, but I don’t care to have a repetition of what you have already said. I will hear you for a few minutes, Mr. CurperFieLp: ‘T’'wo minutes to present this dec- laration. The Court: I didn’t say two minutes, sir. I said a few minutes. Everybody understood me, I think, eae you, as to what I said: 422 Mr: Cu1rPerFieLD: I except to the remark of the court. 228 Defendant excepts. 229-2230 (Argument on objection.) Objection overruled; defendant excepts. 2232 Mr. O’Conor: Q.- Have you constructed, since 1905, what is known as the Evanston channel? A. Itis called the North Shore channel. Q. Where does that—through what territory does that run? A. Why, it starts from Lake Michigan, in the southeast quarter of Wilmette— Mr. CHIPERFIELD: Just a minute before you go ahead, please. I want to make the same objection to this line of inquiry, if your Honor please. The Court: [I will let him answer the question. Defendant excepts. A. It starts from Lake Michigan, in the southeast quarter of Wilmette, and passes through the northwest quarter of Evanston and south on the west side of Hiv- anston into the Chicago at Lawrence avenue, where it joins the north branch of the Chicago River. Q. What, if anything, has the District constructed at Ogden? Have you constructed a dam at Ogden? Defendant objects. A. A dam where? (). At what is known as the Ogden ditch. Mr. Curperrietp: If your Honor please, I object to that on the ground, further, that the witness has testi- 2233 fied concerning these things in his deposition. The Court: J don’t recollect whether it is in the depo- sition or not. Objection overruled; defendant excepts. Mr. Cutprrrrep: I want to make one more motion. If your Honor please, I move to strike the entire deposi- tion in this case, for the reason that the deposition and the oral testimony of a witness cannot both be used im my D) 423 2234 a suit. I move to strike the deposition of HK. L. Cooley, as heretofore read in this case, and exclude same from the consideration of the jury. Motion overruled; defendant excepts. Mr. O’Conor: Q. Have you constructed a dam at the Ogden ditch, Mr. Cooley, that throws the water this way that formerly went towards Lake Michigan? Mr. CuIPERFIELD: Same objection. Objection overruled; defendant excepts. A. Why, we have constructed no dam on what is called the Ogden ditch. Q. Well, what have you constructed there? A. In 2235 the old days the water sometimes, during high water in the spring, did flow east from Summit into the Ogden ditch, into the south branch of the Chicago River, and then they afterwards built a spillway as a substitute for the Ogden ditch below Riverside, and that spillway has since been leveled off. The right of way of the Sani- tary District below the bear trap dam in the bottom of the Desplaines has no specific width. It varies with the 2236 tract of land and converges; I could not say. I don’t know the width of it. I have no particular recollection of it. There are no fences there to show. I never looked it up to my knowledge. I don’t remember of ever testify- ing as to the width of the right of way. I have no recol- lection of any such testimony in the Smith case concluded 2237 in Bureau County this week. I know at the south end of it there is a strip, but I don’t know the exact width. I couldn’t tell until I looked on the right of way map. I don’t know whether it is more or less than a thousand feet. Everything is supposed to be included in the esti- 2238 mate of the flow. At the time I made the tabulations there were no wheel pits there. I don’t know specifically _ just how.they do it down there this year. It is in charge of the electrical department. J don’t know any of the 424 details since the year 1907, just how the measurements are taken there now. It is the intention, I suppose, to 2239 include everything. No, I don’t know the total amount of water that was flowing in the Illinois River at Henry in the year 1904, April 4th, July 5th, and June 11th. I have none of those records in my mind and I have not made a special study of the Illinois River. I am not qualified as an expert on that part of the river, and my knowledge of that part of the river is general. My work has not required me to make a study of that. 2241 This exhibit reads August 4th. It is one day, as far as IT ean judge. Our exhibit is for the whole quarter, in- eluding three months. I could not make a true compari- son between those two exhibits. The data is not given here and it is not given in the exhibit. It is given here 2242 for this one day, but it is not given in the exhibit for one day. The figures on my data are supposed to be the precise average of the twenty-four hours. The flow varied under conditions. Ordinarily the flow was fairly continuous. There might be conditions under which it would change. The flow has been worked out in the form of an average. It would run along day after day where the variations were slight. Of course, the fluctuations of the lake would affect it from day to day and from hour to hour. The flow was never exactly constant. The fig- ures in the averages that I had are a fair average of the 2243 daily flow, during the period under which I super- vised it. (). If you take the figures that you had during the quarter that included any day of the month that is given in this government report, and figure the amount of water that was actually flowing through the river as shown by the government report, and then take and de- duct from that the amount of flow for the period shown on the subpoena and on the data, you would have a fair 425 idea, at least, of the quantity of natural water and the quantity of Sanitary water, wouldn’t you? Mr. Curreerrretp: I object to the argumentative form of the question. Objection overruled; defendant excepts. A. Why, the difference between this flow and the quantity delivered by the Sanitary District, I assume, is what you want? @. Yes. A. Why, the exhibit which you have does not contain data by which you can figure the flow on August 4th; it is the average of about ninety days and there might have been extensive variations in the ninety days; I could not say at this time. I do not charge my memory on those things. 2244 ~=Ag a rule they will flow about a certain amount. The average that is shown on this data is the average for the period. As a rule they will flow about the same amount without there was some reason for changing’ it from year to year. I don’t remember those things. I would have to look it up. Q). I -will put it this way. During any quarter would there be any great variation? A. There might; might be some reason for it which did not appear in the record. 2245 If there was no reason for it I would not expect it. There might be conditions where they would reduce the flow for a period or might increase it for a period. There is no fixed rule about that. Sometimes it was the word, of the president. The president of the District would say do so, change it, without any engineering reason. If you take the difference during the months of July and August in the year 1904 of the water flowing into the Illinois River, and then having deducted the average from July 2d to October 1st from the gross quantity of water, you would get a fair approximation of the quan- tity of natural water that was flowing, and the quantity 426 of Sanitary District water; but they would have to be the same period. I wouldn’t say you could take one pe- 2246 riod and compare it with another period. You have to cover the exact interval. I could not say you could com- pare two intervals, not the same, and get a fair approxi- mate difference, because during one interval, different from any other interval, conditions might have been rad- ically different. The question is too general to be an- 2247 swered in any other way. Q. If we take the flow as shown on the government’s survey on the 4th of April, 28th of April, 12th of May, and 7th of July, and then take your data as to the flow of the river during the months of March, April, May, June, July and September, couldn’t we approximately determine the natural water and the amount of Sani- tary water? A. I would not say that you could from those differences get a fairly accurate flow, average flow on the given day, because we don’t know what the flow on that day was through the district. Your record may show what it was in the river at that time, but we did have considerable variations of flow at times. 2248 For some years the president of the Board would sometimes direct the flow that we should flow. He had his reasons, which were not always engineering reasons, and I could not say what his reasons were at that time; it has passed; it is a past event and there was nothing to fix itin my mind. There might be a period of a year or two when the variations were slight. On the other hand, there might be considerable variation, for some reason, which did not appear in the record. At the present time 2249 J assume they are maintaining an average ina way. I am not keeping track of them. Some matters of detail are somewhat different at the present time than from the years 1903 down to the year 1907. Under present conditions the flow is not uniform for twenty-four hours. 427 They take more at some times than others, because they are using a lot of water through the wheels for water power and that makes a variation in itself. Now, whether they so manipulate the dam so as to make the flow uni- form for the twenty-four hours, that is what I am not prepared to state. At certain times water would go through the wheels and at other times they could flow water over the dam which they could very well maintain a fairly uniform fiow, but whether they do or not I am 2250 not prepared to say. Well, yes, I will leave the sub- 2251 poena with the court reporter. 2252 Subpoena from the Circuit Court of La Salle County commanding HK. L. Cooley to appear in said cause on the 21st day of November, 1912, and to bring with him cer- tain tabulations of flow. Subpoena dated November 19, 1912, Mr. O’Conor: Well, I will have this marked as an exhibit. Whereupon said document was introduced in evidence by the plaintiff and marked Exhibit 14 and is in words and figures following: 2254 ‘Tabulations of flow, showing flow of the Sanitary Dis- trict by quarters from 1900 to the end of 1907. 428 EXHIBIT 14. Average PERIOD. Discharge. C, Fa 1900—10 Weeks January 17th to March 31st 144266 2nd Quarter April ist to June 30th 183729 3rd Quarter July ist to September 29th 184406 4th Quarter September 30th to December 29th 230020 Yearly January 17th to December 29th 188136 49 Wks. 1901—1st Quarter December 30th to March 30th 303667 2nd Quarter March 31st to June 29th 210574 3rd Quarter June 30th to September 28th 218560 4th Quarter September 29th to December 28th 236490 52 Wks. Year 242323 1902—1st Quarter December 29th to March 29th 252592 2nd Quarter March 30th to June 28th 248078 3rd Quarter June 29th to September 27th 256122 4th Quarter September 28th to December 27th 271232 52 Wks. Year 257006 1903—I1st Quarter December 28th to March 28th 344890 2nd Quarter March 29th to June 27th 280495 3rd Quarter June 28th to September 26th 276194 4th Quarter September 27th to January 2nd ~ 295881 53 Wks. Year 299299 1904—1st Quarter January 3rd to March 25th 323536 2nd Quarter April 3rd to July 2nd 289475 3rd Quarter July 2nd to October ist 265289 4th Quarter October 2nd to December 31st 270841 51 Wks. Year 287285 1905—1st Quarter January 1st to April 1st 324724 2nd Quarter April 2nd to July ist 258537 3rd Quarter July 2nd to September 30th 255058 4th Quarter October 1st to December 30th 236495 52 Wks. Year 268703 1906—1st Quarter December 31st to March 31st 268899 2nd Quarter April ist to June 30th 274245 3rd Quarter July ist to September 29th 221310 4th Quarter September 30th to December 29th 306112 52 Wks. Year 267641 1907—1st Quarter December 30th to March 30th 314951 2nd Quarter March 31st to June 29th 310096 3rd Quarter June 30th to September 28th 333503 4th Quarter September 29th to December 28th 270195 52 Wks. Year. 307186 429 2255 Cross-Examination by Mr. Chiperfield. I am the same KE. L. Cooley who gave my deposition in the case of the La Salle County Carbon Coal Company against the Sanitary District of Chicago, taken on the 2256 25th day of April, 1905. These averages in Exhibit 14, which I have introduced at the request of counsel for the plaintiff, show all the water passing through the con- trolling works at Lockport. That is, all that passes from Chicago has to go that way. The Sanitary District dis- charges are included. I do not have charge of this de- 2257 partment at the present time. The address of the man who does have charge of that department is Edward B. Elheott. He lives in Chicago. I think he came in about 1908. He has been continuously and openly a resident of Chicago since that time. He has an office in the Dis- trict, on the fifteenth floor of the American Trust Build- ing. He has had his office there ever since they moved from the Security Building. Asa rule, he is there habitu- 2258 ally, every day. I cannot say specifically that I have very much knowledge except as a matter of information. I assume they are running about a certain flow. I couldn’t testify to that. Q. What is that flow? Mr. O’Conor: I object to the question; not gone into on direct examination. Objection sustained; defendant excepts. 2259 I entered the service of the Sanitary District in May, 1894. Have been there since then. The channel was not built at that time. Q. Mr. Cooley, prior to the opening of the channel on the 17th day of January, you may state if there was any connection of this channel with the Chicago River? A. Why, except that a week before the 17th of January they opened a connection to fill the channel, which was empty. 430 Before that time there had been nothing in the channel except rain water. There was no flow from the Sanitary District channel into the Illinois River in the summer pre- ceding the 17th day of January. The channel was empty except for rainwater. It was not done; there were places 2260 in the channel that were not dug out. The channel was shut off at the Pan Handle bridge and there was a diver- sion channel made from the corner of that cut up by the Bridewell, west of the Pan Handle, and that had been made, all except about fifty feet, more or less, and they cut a trench and built a flume around that thing, I should judge about two weeks before the 17th of January. Be- fore that time there had been no connection of the Sani- tary District with the Chicago River or Lake Michigan. The channel was empty at that time except from the rain- water. This Thirty-ninth street conduit which the City of Chicago discharges into the stock yards slip at Thirty ninth and Halsted street, that slip connects with the south fork of the south branch of the Chicago River, which joins it up near Thirty-first street. It directly discharges 2261 into the south fork of the south branch of the Chicago River. It is about one mile from where the Chicago River connects with the Sanitary District channel. No water is discharged from this Thirty-ninth street conduit into the Illinois River, except as it passes through and over the controlling works. This Thirty-ninth street con- 2262 duit is merely tributary to the Chicago River. This dis- charge goes over the controlling works. I don’t know that after the Thirty-ninth street conduit was opened into the Sanitary District that the flow would be any greater, by reason of that fact, than it was before. The flow from the conduit never has been very large. It is intended for the relief of certain sewage on the south side. The widening of the Chicago River has increased the flow of the Sanitary District to some extent. For- 431 merly, on the velocity and stage the Secretary of War had ruled, on the question of navigation, and as these bends were trimmed away and the river straightened, why, we could increase the flow. nye ey ; tehy. 2% Ww "OD IWODNOEHYD A LNAOTD 2 TIVSV 7] Be ~ SOU (af Off PUPOLD A/D L, dVVI i Lit Rircverwntd — ee atone Les ~ . bea 4 cg \ in ibe ne Ne ina) i mi pee 3 . see emient trem vere stanton Meee OTe es epee. wea ou, sow o> soon weg yi, LL PORY ipa do ‘. Bs- at to eee Pe af 4 reve “Sig “a, a Ore ae * : : ~ oo : ae Nis Atom HE ae wate coonmnien Fier OS * s » i 5 9 . tie ie ny c Ps ” aa¥ ae hag wT TA 437 2296 Exhibit 15, blue print of mine No. 1. 2297 Exhibit 16, blue print Union mine. 2298 Exhibit 17, blue print Rockwell mine. 2299 Mr. Cuiperrietp: Q@. Mr. Hazen, you say you have paid taxes upon the property in. question? A. Yes, sir. Since 1890, twenty-two years. In the tax receipts which I have taken are included other lands than the lands in question. The tax receipts which I have in court pertain to various tracts of land that are included in this suit, to- gether with other lands. They are the original tax re- ceipts. Mr. CurperFIELD: [| desire, if your Honor please, to offer so much of the tax receipts as pertain to the land in question, in evidence, in connection with the testimony of Mr. Hazen. No other portion; simply those that per- tain to the land in question, and let them be transcribed in the record and returned to Mr. Hazen. Mr. Burrers: We object to them for any other pur- pose than showing title. Mr. CuriPrrFIELD: It is certainly upon the question of showing title. We are contesting that; and any other proper purpose they may be used for. Mr. Burrers: We object for any other purpose. Objection overruled. 2301 Mr. Cutperrienp: May we regard these as being read, or shall we read them? The Court: You may consider them read, as far as the court is concerned. 2302 438 TABULATION OF Tax RECEIPTS, above referred to, produced by the plaintiff and offered in evidence by the defendant, said tabulation showing: Ist. The description of the several tracts of land upon which the taxes were paid as said eee) 4080 appear in said tax receipts. 2d. The number of acres embraced in each description as stated in said tax receipts. ad. The assessed valuation of said several tracts, as shown by said tax receipts. 4th. The amount of taxes paid by the defendant on said several tracts as described therein in each of said several years. Where the above data is not given, the receipts for said several years were not among the tax receipts produced. Where the assessed valuations are not given and the amount of taxes paid is given, the valuations were not carried out by the collector in the receipts for such years so omitted. Where a number of acres different from the number given in the column headed ‘‘ Acres,’’ appears in brackets in any given year, it indicates that the number of acres so inserted is given in the receipt for that particular year as the number of acres of land embraced in said tract, instead of the number given in the column headed ‘¢ Acres.’? 439 TABULATION. 2303 1885. 1886. ‘Assessed Taxes Assessed Taxes Description. Acres. Value. Paid. Value. Paid. W. 48.75 a S. of river N. W. 4, 23 48.75 $ 400.00 $30.40 $ 400.00 $ 27.64 Except R. RB. Ss. W. 4, Pom lar.30 2,000.00 149.80 1,500.00 104.19 Except R. R. (160-a) (160-a) S. E. Y, 23 152.68 6,000.00 449.38 5,500.00 376.82 Exeept R. R. WwW. %S. W. (35-a) (35-a) yy, 24. 27.76 3,500.00 262.17 3,000.00 206.41 S. frac. S. E. 1H 4, 22 70.21 700.00 28.60 500.00 aL.20 N. of river S. of canal, 2176.60 1,514.00 65.70 892.00 STAY S. frac. of N. 1, 21 99.00 1,957.00 73.78 1,802.00 52.83 S. W. frae. y,, 21 131.00 2,609.00 98.37 2,403.00 70.45 Frac. S. of river, S. E. 4, Sal alee 2,609.00 98.37 2,403.00 70.45 2304 1888. 1889. W. 48.75 a S. of river N.. W. 4, PSMA Ome weer cere 21.80 400.00 20.25 Except R. R. S. W. 14, 23 ey me Re cet onus 81.64 1,500.00 75.97 Except R. R. (160-a) S. E. 4, Bie bie Re ae 299.34 5,400.00 273.47 Except R. R. W. %, S. W. (31.50-a) (27.66-a) 4, 24 Pike OMe ee 163.25 2,900.00 146.87 S. frac. S. E. y,, 22 Ure LOLS cee 14.28 500.00 11.96 N. of river S. of canal, 21 POOLS Neiereta eS (nl ea ie Td hae auth S. frac. of N. 44, 21 OU cic. ses sale oc keke S. W. frac. yy, 21 PE POUMMION Nn 28h wes ies a oa eek Frac. 8. of river S. E. LJ Looe oe, Y,, 21 ee @ oe 1887. Assessed Taxes Value. Paid. $ 400.00 $ 30.60 1,500.00 112.61 (160-a) 5,500.00 412.73 (35-a) 3,000.00 225.20 500.00 17.75 1890. ee tanny 20.36 Shee 76.29 eee 274.53 (27.66-a) hecapetere 147.45 ey ee 13.27 803.00 21.15 1,622.00 42.68 2,162.00 56.89 2,162.00 56.89 Description. Acres. W. 48.75 a S. of river N. W. 4, 23. 48.75 Except R. R. S. W. 4, 23 132.30 Except R. R. S. BH. a, 23 Except R. R. W.%S. W. hy, 24 Satrati. be yy, 22 N. of river S. of canal, 21 SB. frat.or N. %, 21 S. W. frac. iY, 21 Frac. S. of river 8S. E. DS OS 152.68 27.76 70.21 76.60 99.00 131.90 131.52 2306 W. 4857308 S. of river N. W. 14, 23 48.75 Except R. R. S. W. 4, 23 132.30 Except R. R. S. E. 4, 23 Except R. R. W.%,S. W. WY, 24 S: frac. S. HE: iy, 22 N. of river S. of canal, oat S. frac. of N. %, 21 S. W. frac. yy, 21 Frac. S. of river S. E. Y4, 21 152.68 27.76 70.21 76.60 99.00 131.90 131.52 440 1891. Assessed Taxes Value. Paid. care ghee 22.54 as 84.52 rare 304.24 (27.66-a) erin 163.38 ee es 13:38 800.00 30.24 1,617.00 42.55 2,154.00 56.66 2,154.00 56.66 1894. 887.00 40.21 1,822.00 66.17 2,406.00 87.35 2,406.00 87.35 1892. Assessed Taxes Value. Paid. 825.00 33.68 1,697.00 62.47 2,238.00 §2.38 2,238.00 82.38 1895. Saree ceeo 21.30 Apis Ocak 79.74 Sp eel? 286.99 Mein g sy: a bs Be jtipete 15.07 887.00 36.93 1,822.00 53.42 2,406.00 70.52 2,406.00 70.52 1893. Assessed Taxes Value. Paid. 905.00 36.12 1,859.00 54.69 2,454.00 72.17 2,454.00 oe 1896. 318.00 34.29 ‘1,191.00 128.41 4,287.00 462.16 2,302.00 248.19 397.00 25.99 826.00 48.68 1,697.00 75.55 2,240.00 99.69 2,240.00 99.69 44] 2307 1897. 1898. Assessed Taxes Assessed Taxes Deseription. < SerGcs.:? € se » ot ee SS NE ART } ' iF Lents ‘Ty ' ch 491 2514-2518 Argument of Mr. O’Conor on the admissibility of tax receipts. 2520-2527 Argument of Mr. Chiperfield on the admissibility of tax receipts. 2528-2530 Argument of Mr. Butters on admissibility of tax receipts. 2530-2540 Statement by the court with reference to the ad- missibility of testimony, as follows: The Court: This very situation was foreseen by me the very minute, | may say, the very second, that the first question was asked Mr. Hazen about the payment of taxes. The very minute, I think I am literally accn- rate when I say the very second the first question was asked, the whole situation dawned before me just like a flash. I am in the situation that Mr. Chiperfield said he was when Mr. O’Conor proposed to bring this motion before the court. JI am hardly ready to express myself, not so much because my mind is not pretty well settled on this subject, but because of my inability to select just the right words to present conspicuously the view I have of the matter. Apologizing in advance for what might be imperfections in my expression and inviting you to the central thought of what I say, I will state what I think about this matter. The measure of damages and the course of proof to establish it as a rule is plain and I think is conceded by both sides. Notwithstanding that general proposition, I think it is true that if the land for any purpose has been depreciated in its market value, the plaintiff is entitled to the damage resulting there- from, although for many other purposes the land in value may remain the same. When the cross-examination of the first couple of wit- nesses began in this case, on the question of the market value of the land, and the plaintiff’s alleged damages, I 4912) was nearly driven from my propriety by the objections — to the questions on the cross-examination when the wit- nesses were asked if it was not worth something for coal: purposes, if it was not worth something for gardening purposes; a long line of objections were imposed and my compliments in the judgment of plaintiff’s attorney on the subject nearly drove me from what I am now satis- fied was the right view of the situation, and I many times since congratulated myself that I overruled those objec- tions. | The same is true as to the question as to the rental value. J am confident that it was admissible on cross- examination and that it would not have only been error for me to have sustained those objections, but I think it would have been unjust to the defendant to have ex- eluded those matters from the Jury and the court. I sustained an objection to a question, perhaps more than one, as to the assessed valuation of the land, as to what the land was taxed at, and I think rightly. If the defendant had offered these tax receipts I should have excluded them. If they should offer to prove on direct examination, when it comes to their case, what the land. was worth for coal purposes, I will exclude that, because that is not the measure of damages; that is in considera- tion affecting the testimony of the witnesses and their opinions, which I concede was a proper matter for in- quiry on cross-examination. But that these tax receipts were admissible on eross- examination I think is hardly subject to debate. The question that is now in my mind and has been in my mind from the beginning as to whether they are ad- missible for all purposes for which I can well foresee they may be used by the defense. If it is true, as sug- gested by Mr. O’Conor, that this whole question of title is not for the jury, they have nothing to do with it, then 495 I think his view of the matter is right; but, if the ques- tion of title is a matter for the jury, as well as other questions, then I am in doubt what limitation, if any, I should put on those tax receipts. I am under the im- pression that it 1s proper for me to state to the jury that the assessed values have nothing to do with the mar- ket values of this property and is not a matter for their consideration. But, as to the amount of taxes that were actually paid, I have grave doubts about that. It seems that proof of elements like renting value, coal value, gar- dening susceptibilities and all those things are elements to be considered; that is the way I view it now. I know that the valuation put on this property does not tend to prove its market value legitimately in law as well as in principal, and I repeat that the first question had not been answered before I foresaw this whole situation just as I see it now, just exactly. J haven’t been on the bench so long but what I know what lawyers like to do. If this whole question of title is to be excluded from the jury then I will, without question, have no hesitancy in excluding these receipts from them; but I think that the amounts actually paid, like rental value and such thinks like that, I am free to say about that, I am in doubt as to that subject a little. But as I am advised at present, I think I am willing to take a positive stand in any event against the assessed valuations of the land and the tax receipts being used by the jury for any pur- pose. It is simply a question if a witness says it is not worth the taxes and the labor, it seems to me they have the right to ask him how much the taxes are. Of course, that is a question independent of the assessed valuation. I have expressed no opinion about the question of title; I haven’t any very settled opinion about that, but I sup- pose that question does not need to arise just now, any- way. 494. If a witness on the stand should state, as some of them have, that the taxes and the labor of cultivation exceeded the value of the land, I would have to forbid the question, on cross-examination, what is the expense of the cultiva- tion of that land; what is the labor; what is the amount of taxes. I would feel as if it would be error; I feel it would be an unjust limitation on the right of cross-ex- ination. It may be a question so close that the higher court will say it is not reversible error. There is so much in this case that would not reverse the case because of that ruling on that subject. I believe that is all., I think that is the most that could be said in favor of that ruling on my part that way. I know what I have stated is not very satisfactory to either side, because it still leaves them in doubt, but the reason for that is that is the position of the court. The jury is not here. I do not say anything on the subject. I will not make any final ruling until I am called upon to. I doubt whether there is much of anything either of you can say on the subject that would change my mind, because my opinion arises from the consideration of the whole situation of the case. The plaintiff’s lawyers know, as well as I do, if they had offered these tax re- ceipts or offered to prove the assessed valuation, that I would rule it out. I have already done that. So I agree with you on the subject, on the main question, that it is not substantive, independent original evidence with them. I think it is legitimate and proper because it is inti- mately associated with, connected with the cross-exam- ination, and I state again T have many times since con- eratulated myself to think I allowed Mr. Chiperfield to ask the witnesses if there was not coal on the land that was valuable, when they said it was worthless. He asked them what the rental value was. JI am sure that was proper, as I see it. Of course, that is as far as I can 495 go and I might be wrong from the beginning, but if I feel right here, that is satisfactory to me, and I do feel right about that. Now, any time you want to take up this question of title, [ will hear you. If you are right on that, of course, this evidence as presented by you and cross-examined by the defendant on the question of title, is that is confined to the court, that is a different proposition. Mr. Cuiperrietp: May I suggest, your Honor— The Court: Yes, sir. Mr. CuiperFietp: Your Honor, this is informal before the court and I think it better not go in the record at all. The Court: Well, I went into the record. Mr. Cutrerrietp: All right, I am perfectly willing for this to go into the record. The Court: Let it all go. Mr. CuHIPerFIELD: I was simply making it now for the convenience of all concerned in the case. I understood your Honor to say in the opinion that if independent proof was offered as to the value of this land, as a coal proposition, it would be rejected? The Court: I don’t think on the market value—I agree with you it must be the market value for all pur- poses. Mr. CuiprerFietp: Just let me inquire this, because I want to get this in in the shortest possible shape when we get to our case. I am really inquiring more for in- formation than for any other purposes, so we can frame up our case in such form as to accelerate this case. Let me suggest, your Honor, merely that I want to show this upon the question of value. The Court: I think I will let you prove that. Mr. CHIPERFIELD: Sir? The Court: I think I will let you prove that; they have gone into the market value of the land. 496 Mr. CHIPERFIELD: Yes. The Court: You can make the same proof. I don’t know what is in the mind of the witness. Mr. CHIPERFIELD: I see the point. I see the point. It is their responsibility. The Court: Yes, sir; not mine. Mr. CHIPerRFIELD: I get the point. Now, while we are here without anything to divert our minds on the matter and without the jury— The Court: I think it would have been error to have let Mr. O’Conor say, ‘‘ What is the market value of that land for agricultural purposes?’’ Iam not sure of that, and I think the same thing applies to the market value of the land for coal purposes. Mr. Curperrietp: Would it be well for us to take up at this time the production of those documents? The Court: Better wait until you get through with the plaintiff’s case, hadn’t you? Mr. CHIPERFIELD: I am agreeable. Anything the court wishes is agreeable to counsel. The Court: This is a quit claim opinion I am giving and I am not bound by these individual separated state- ments. I have been talking with perfect freedom here and there may have been a great many things I have said that, when I review it, will not correctly and accurately reflect my views, but you have my central idea of the sit- uation. Mr. CurperFietp: I appreciate the frankness with which the court has made his statement, and in the mak- ing up of the record, if your Honor wants any part of it expunged, I am perfectly willing. The Court: No, the record may stand. You may think some of my rulings are in conflict with what I have said, but you cannot use my statements for an authority for any proposition, that is what I mean. 497 Mr. CureerFieLp: No, we will not, at any stage of the proceedings. The Courr: I wasn’t considering it that way. I was trying to tell you the best I could just how I view it. Mr. Cuiperristp: And I regard the idea of the court as very helpful all around and we will conform to the ideas of the court as far as we can. Mr. Burrers: May I make a suggestion? While the court was talking an idea occurred to me that I want to express. Any proof as to the products that have been raised on this land subsequent to 1900, the amount and actual realization from them, that, as I understand it, is not really to be considered at all. My view of it was that that has been with the idea, if it was after 1900, it was purely an evidentiary matter, that the amount of corn raised on the land for one or more years could not be figured up for the purpose of obtaining a set off of that amount against the taxes, or anything of that kind, or determine a eredit or anything that the witness might mentally subtract to ascertain what the value was in 1900, but simply the market value determined as if the jury had in their possession on January 17, 1900, all the facts that so and so—that have been since seen to be true. Mr. CurpeerFretp: In other words, foresight? Mr. Burrers: Yes, but that they would not have the right to make a computation of the earnings, receipts, ete. The Courr: Oh, no, there is nothing of that kind in the case. Mr. Burrers: That is why I think the tax receipts— The Court: Oh, no, we can’t do that, it 1s only admis- sible as— Mr. Burrers: Evidentiary matters. The Court: They are corroborative. 498 Mr. Burrers: And on that view I couldn’t see why it would be material to put in evidence as an issue how much the receipts were over the expenditures, any more than to give the witness the general view as to his testi- mony. Mr. CHIPERFIELD: We are entitled to know the basis, and when we have that we are entitled to know anything else, so that we have all of this basis. The Court: Call the jury. (Jury returns to the jury box.) 2541 Nick Buscarn, a witness called by the plaintiff, testified as follows: Direct Examination by Mr. O’Conor. My name is Nick Busgen. I live three and a half miles south of La Salle. I am twenty-two years old. I ama gardener. I farm land lying west of the [Illinois Central and south and east of the Illinois River; rent it from the La Salle County Carbon Coal Company; from 1905 to 1910. My uncle and myself farmed the first year in part- 2542 nership. JI had it four years alone. We started to plant in 1905 in May, early in May. Got the second part of the crop in the latter part of May or about the first of June. Supposed to be eighty acres in the piece I had rented. I got forty to forty-five acres in crop. During 2543 that year we got soft corn. That is, it didn’t get ripe. There was worms in the corn that year, too. I worked the same piece during the year 1906. It was a good year; fine year; had a good crop in that year and had all of the land planted. We had seventy-five acres plant- 2544 ed in corn. It was pretty fair, pretty good corn that year. We had the same piece of land in 1907; got in on it to plant about the last of May. It was then wet and boggy. Planted about thirty-five to forty acres. The 499 eorn didn’t mature that year. It was soft. Took the corn off about the last part of October. The ground was wet when we were husking. I had the same corn during 2045 the year 1908. We got in on corn that year around June. We planted about forty acres in that year to corn. It didn’t mature; we got a soft corn; picked the corn off about the first of November. I had the same piece during the year 1909. We didn’t get in on the 2546 ground until the first of June. Got about thirty-five acres planted that year. The corn didn’t mature. The eround was soft and wet. The corn was soft to husk. I was there also in the year 1910. Worked that same ground that les west of the Central and south of the river; got in there about the last part of May; planted 2547 about forty acres. The corn was soft that year. We started to husk about the first week in November. The ground was wet. Cross-Examination by Mr. Chiperfield. We farmed that land last in 1910. We planted about forty acres in 1910. There wasn’t over twenty-five bush- 2548 els of corn. The corn we got, we took part of it home and some of it, the company’s share, we took to their place. Their share was one-third. I think we got 25 cents a bushel for it that year, in 1910. In 1909 we got 2549 in about forty acres. We didn’t get much corn that year, either; had poor corn. I guess we got about thirty bushels to an acre. We took our share home and sold it. I think we got 30 cents a bushel for it. In 1908 we got in thirty-five acres; yes, forty acres. In 1907 we had thirty-five acres. The yield ran about 2550 the same as it did in 1909. We sold our share of the eorn. In 1906 we got on the land early. The water had come up in the spring and went down and we got on the land early to plant. The land was dry and we got O00 2551 it all planted. I have seen the water lower than it was during 1906. I think the water, during 1906, got down to within four or five inches. That was as low water as I have ever seen on the Illinois River. 1906 was a dry 2552 year. 1907 was a wet year. There was some trouble 2553 getting in crops on the upland. In 1906 we raised about - sixty bushels of corn to the acre. We got 37 cents a bushel for it. The corn in 1905 was drowned out in May. Some places the water was three feet deep on the land and other places it was only a foot. The land 2000 we had was between the @. and the Central, right east of the Central. We had about a sixty acre patch. We also had thirty acres on the north side of the C., B. & Q. 2556 We called it thirty acres. The land north of the C., B.& Q. is high. It is affected by the high waters. It is higher than the land on the south side of the Q. railroad. About four feet higher than the rest of the land. The corn 2557 was pretty fair in that piece; better than on the south side. We could get in three or four days before we could get in the other piece. Bottom corn does not ripen as fast as it would on top land. I think it takes longer. 2558 The bottom lands take a longer time and the corn don’t harden up like top lands, prairie lands. I paid one-third 2561 rent for the use of this land. We cultivated right up. to the waste bank off the mine. I think that bank was there since 1907. 2562 Aucust Lavens, a witness called by the plaintiff, testi- fied as follows: Direct Examination by Mr. O’Conor. My name is August Lavens. I live four and a half miles south of La Salle. I am a farmer; forty-two years old, and have lived in this country twenty years next spring; farmed land belonging to the La Salle County o01 2563 Carbon Coal Company. I am a Belgian. The land I farmed would be west of the Illinois Central right of way and south and east of the river. I started farming that in 1906. I farmed it six years straight. I quit last year. I think I planted about sixty acres in 1906. I got in on the ground about May. It was a dry year; got a pretty good crop; corn matured and got good corn. I 2065 was there in 1907. After the first year I got in pretty late every year. I got about the same amount of land into crop. After the first year I wasn’t able to get as much land planted. I had one pretty bad year in there. 2566 I had only about thirty acres in there one year. I am not sure if it was the second or third. I planted pretty near the same amount every year except the first year. The last five years I raised poor corn. It was soft corn; eorn that would not keep in the crib. We got off the corn pretty early last year on account of the water com- 2567 ing up. I got all the help I could and got it out. I think the water came up in November. I didn’t farm it this year. Cross-Examination by Mr. Chiperfeld. 2568 In 1906 I think I raised around 3,300 bushels on about sixty acres. I kept the corn until it froze up and shelled it when it was froze up. I shipped it. I don’t remember the price I got for it. I think the bad year I had was the second or third year. I think it was 1907. It was a very wet year; got in about thirty acres that year. I 2569 got about 1,800 bushels of corn off the thirty acres. We shipped the corn that year. We got about forty to forty-five acres in 1908 and in the other years that I was there. I got a couple of times about 2,500 or 3,000 bush-. els from the forty-five acres planted. I shipped it every 2570 year. Mr. Caskert shipped it for us. He said it didn’t gerade at all. We got around 50 cents a bushel for it. We started to work on there about the 15th of June in 502 every year. The water was off by the first of June. The water never came up before the first of November. Yes, we could cultivate it all right. I don’t think that corn 2571 ripens quicker on the bottoms than it does on top lands. I was farming right along the Illinois River. I think the river was maybe six or eight feet below this tand. 2572 That is, the low water in the summer time. Rena SmitH, a witness called for the plaintiff, testified as follows: Direct Examination by Mr. O’Conor. My name is Rena Smith. I am thirty-eight years old. I have lived in this country about twenty-three years. 2573 I live on the coal company’s place across the river. I am farming some land this year on the bottoms for them. It is on the west side of the Illinois Central. I never saw Exhibit 13 before. The land I am farming is south from the river and west from the Central. I have husked corn in on this land before this year; never actually farmed it. This year I have plowed the land in spots; got in on the land about the first of June. There 2974 was water in places. It took me about three weeks to 2575 do my plowing. Got in about forty-three acres; planted it to corn. I husked some of that corn this year. The condition of it is soft. It can’t get ripe, you know. I had to plant some of my corn over on account of the worms eating it; about half of the corn is soft. I planted 2076 the corn late. Cross-Examination by Mr. Chiperfield. 2577 Those worms I mentioned were copper worms. I think that the water brings the worms there. I think the water produces the worms. On the high spots there is no worms; just where the water stayed long. I haven’t 503 2578 all my corn husked yet this year. I think I will have about 1,800 bushels when I get it. I haven’t hauled any of it to market as yet. The company have to come and measure the crop. I have about 700 bushels picked; pay one-third rent to the coal company. No water came up on the corn in June this year after the land was planted. 20/9 There is no water there now. It was a late spring for planting corn on the top land. I think that it takes 2580 about the same time to raise a crop on the bottoms that it does on the uplands. 2581 ‘The following proceedings were had out of the presence of the jury: Mr. O’Conor: We wish to strike from the declaration concerning which no proof has been offered in this case, that part of the southwest quarter and the southeast quarter of Section 14, lying south of the Illinois and Michigan Canal. Also Lots A and B of Canal Com- 2582 missioners’ Subdivision of Section 15, and in each eount they are out. Motion granted. Mr. O’Conor: I don’t want any mistake as to Exhibit 13. We would like the record to show that the 19.25 acres lying north and west of the Illinois River, in Sev- tion 23, are not included in the declaration and are not owned by the plaintiff and appear on the exhibit inad- vertently. | Mr. CuiperFIELD: We understand that is so, so there is no question about that. 9583 The Court: Well, that is disposed of, then. Mr. O’Conor: I also wish to strike from the declara- tion the north 17.74 acres as shown on Exhibit 13 lo- eated north of the bayou in the northeast quarter of Section 21 and south of the Illinois and Michigan Canal. Mr. CHIPERFIELD: No objection to that. The Court: Motion granted. 504 Mr. O’Conor: In order that there may be no mistake about it, | wish the record to show that we are claiming no damage and have made no proof in relation to the 1.10 acres appearing on Exhibit 13 and located in the southwest quarter of Section 23, east of the Illinois Cen- tral right of way. | I wish the record to show we are making no claim and have offered no proof in relation to any part of the south half of the southeast quarter of section 23, except the north four and one-half acres of the south half of the southeast quarter. I simply want to introduce in evidence at this time offer simply to be filed in the case order served on the district by Mr. O’Donnell. I presume I can do it at this time as well as at a later date. I think the statute, as 2584 it is now, provides that you can file the notice at the time motion is made for allowance of attorney’s fees under the statute. Mr. O’Donnell is not here. His cer- tificate appears here. Mr. CHIPERFIELD: Well, now, we have certain notices which were served. I have them all in my possession and I will have Mr. Hawthorne compare, if you will let him take your notice, will have him compare them with ours and, if in accord with what we have, we will admit it without formal proof. Whereupon said paper was marked for identification Exhibit 21. 2585 Mr. O’Conor: And we are introducing this simply to have it for use at a later date. Mr. CurperFieLp: Until the comparison is made, 1 would like to reserve the right to make objections, with the understanding the objections shall be made as of this time. 3 The Court: Very well. 505 Mr. Curperrretp: I would like to have a chance to in- spect it. The Court: All right. Mr. Curperrirtp: There are certain things I want to use there a minute when you are through. Where do you get title, gentlemen, as far as papers are concerned, to anything north of the north half of this piece of ground extending from here to the bayou, of the northwest quar- ter of 212 We have looked through your deeds with great care— Mr. O’Conor: I have looked that up. 2586 Mr. Curpsrrirtp: We cannot find any title at all of any kind for anything north of the half line there. Mr. O’Conor: I checked that up with the deeds and find that the deeds themselves do not cover that by des- eription. The deeds were made in the year 1883 and we elaim under the proof in this case, possession has been established since that date, the year 1883; adverse pos- session and the payment of taxes all the way from that date down to this. Mr. Cureerrretp: You see the title was not in you until after— The Court: No sir. Mr. CurprerFIeLD: The title would not ripen until after the cause of action accrued as to that, even on the theory of adverse possession. It would be an acquisition of title after, and even on that theory in 1903— The Court: Isn’t it described in any of your deeds? Mr. CurpeerFieitp: It is not. The Court: No color of title to it? “Mr. O’Conor: Ag a matter of record? The Court: Yes, is there any paper? Mr. O’Conor: No paper title. | The Court: Of any kind; no color of title? Mr. Curprerrretp: No, absolutely none, unless we are 506 totally wrong in our inspection of these deeds. There 2587 is no titie in this record that can be pointed out to that piece of ground. The Court: How many acres? Mr. O’Conor: The deeds don’t cover that on our checking? Mr. CuiperFieLD: They don’t on ours. Mr. O’Conor: That piece that lies up here in this north half of 21. The Court: How many acres are there in there? Mr. CHIPERFIELD: Somewhere around eighteen or twenty. I would not pretend to say exactly, but that is our figure on it. The Court: Do you claim adverse possession, pay- ment of taxes since 1883? Mr. O’Conor: 1883, yes. The Court:. Yes, to— Mr. Cuiperriretp: This would be 1903. Mr. O’Conor: Up to the present date. Mr. Burrers: We claim possession under claim of ownership. ; Mr. CHIPERFIELD: Even that would not ripen until after. Mr. Burrers: The cases all hold that where there is a continuity of possession for the twenty years, it makes a good title. Mr. CuiperrieLtp: It makes a good title but you get your title to this after the cause of action has accrued, 2588 and that is held to be at the opening of the district, and title acquired after that would not be the basis of the suit. | Mr. Burrers: I can own land and get title to it by verbal contract, without any writing at all, and maintain a trespass for damages to it. Mr. CurperFIELD: Well, that is not the question. 507 Mr. Burtrers: The 6th Appellate holds that. The Court: Well, that is— Mr. CuriperFirytp: The question that we have got to settle here— The Court: I see what the point is. Mr. Curperrietp: I have a motion that. I just wanted to inquire for their position, if their position was any different from ours. Mr. O’Conor: You mean as to whether or not it is cov- ered by the deeds? Mr. CHIPERFIELD: Yes. Mr. O’Conor: No, it is not. Mr. CureerFietp: Well, that is understood then. I just wanted to see if there was any difference in the fact, be- fore we go to the question of law. 2589 The Courr: I think the pleas remain unaffective, the pleadings, on a motion to strike out. 2590 Mr. Burrers: We want to introduce the notice. Mr. CuHrPerFIELD: Oh, yes, but I want to check it up and put in the objections. It is understood it would be put in as of this date. Mr. Butters: You don’t object to the service? Mr. CuHIPerFIELD: We have to get the originals. The arrangement was this, we have the originals in our possession, a copy was served and Mr. Hawthorne is going to compare it with yours, as to the service, so that we will have the same rights as we would have as 2591 of this time. Mr. Curperrietp: Now, I have some motions, your Honor, while the jury is out that I would like to have appear to be made after these deeds are read, but it will save time, we can save time by taking that up now. The Court: Very well. Mr. CurperrieLp: But I want them considered as com. ing at the end of all the evidence. 508 The Court: Very well. Mr. CHIPpERFIELD: Now I want to move to exclude from the consideration of the jury Exhibit 1, for the reason that the same does not tend to prove the plaintiff’s cause of action; that the said exhibit creates a variance be- tween the allegations of the declaration and the proof offered; for the further reason that there is no proper foundation appearing in this record for the admission of said exhibit; because the same does not relate to the premises described in plaintiff’s declaration; because the same does not tend to establish ownership in the plain- tiff; because there is no sufficient proof of the execution of the same; because the same is not properly acknowl- edged. Exhibit 3, is that the deed from the Illinois Valley - Company? Mr. O’Conor: Yes. Mr. CureerFietp: All right I want the same objection to stand, and you will write it, Mr. Reporter, with the 2592 permission of the court, write up the record as to Ex- hibits 3, 4, 5, 6 and 7, 8 and 9, have the objection re- stated to each of these exhibits. And also restated as to Exhibit 3, with the further addition, that Exhibit 3 does not purport to contain a description of the prem- ises but refers to other deeds therein named which have not been properly or sufficiently identified as connected with the premises involved in this proceeding. 2593 Mr. CurprerFirtp: I think I had better state all the motions at onee while I am about it. The Courr: No, I think we had better take them one at a time. I will overrule that motion. To which ruling of the court the defendant uae its counsel then and there duly excepted. Mr. O’Conor: I understand Exhibits 3, 4, 5, 6, 7,°8 and 9 are admitted in evidence by the court. | 509 The Court: Those are the ones that have been ad- mitted, as I understand it. Mr. Curperrietp: Mr. Reporter, in your record put in 8. I don’t think I had it in my typed copy here. I want it to state as to 8, too. What was Exhibit 2? Mr. O’Conor: The charter of incorporation. Mr. CuIperrietp: Oh, yes. Mr. O’Conor: Do I understand these are in evidence? The Courr: The deeds? I ruled before that the deeds went in. Mr. Cuiperrietp: This is a motion to exclude on the theory they are in. The Court: Yes, I understand. I think I will over- rule the motion. 7 Mr. CuIPERFIELD: As to each? - The Court: Ags to each of them: Repeat the motion to each and repeat the ruling to each motion. 2594 Mr. Curperrirtp: We move to exclude from the con- sideration of the jury Exhibit 3 for the reason that it does not tend to prove plaintiff’s cause of action, that it creates a variance between the allegations of the deec- laration and the proof offered; because there is no proper ' foundation appearing in this record for the admission of said exhibit; because it does not relate to the premises deseribed in plaintiff’s declaration; because the same does not tend to establish ownership in the plaintiff; be- cause there is no sufficient proof of the execution of same; because same is not properly acknowledged; that said exhibit does not purport to contain description of the premises but refers to other deeds therein named which have not been properly or sufficiently identified as con- nected with the premises involved in this proceeding. The Court: I will overrule the motion. To which ruling of the court the defendant by its counsel’then and there duly excepted. 510 Mr. CuIPeRFIELD: We move to exclude from the con- sideration of the jury Exhibit 4 for the reason it does not tend to prove plaintiff’s cause of action; that it creates 2595 a variance between the allegations of the declaration and the proof offered; because there is no proper founda- tion appearing in this record for the admission of said exhibit; because it does not relate to the premises des- eribed in plaintiff’s declaration; because the same does not tend to establish ownership in the plaintiff; because there is no sufficient proof of the execution of the same; because same is not properly acknowledged. The Court: I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We move to exclude from the con- sideration of the jury Exhibit 5 for the reason that it does not tend to prove plaintiff’s cause of action; that it creates a variance between the allegations of the dec- laration and the proof offered; because there 1s no proper foundation appearing in this record for the admission 2596 of said exhibit; because it does not relate to the prem- ises described in plaintiff’s declaration; because the same does not tend to establish ownership in the plaintiff; be- - eause there is no sufficient proof of the execution of the same; because same is not properly acknowledged. The Court: I will overrule the motion. To which ruling of the court the defendant by its eounsel then and there duly excepted. Mr. CurperrieLp: We move to exclude from the con- sideration of the jury Exhibit 7 for the reason that it 2597 does not tend to prove plaintiff’s cause of action; that it creates a variance between the allegations of the dec- laration and the proof offered; because there is no proper foundation in this record for the admission of said ex- hibit; because it does not relate to the premises des- 511 eribed in plaintiff’s declaration; because the same does not tend to establish ownership in the plaintiff; because there is no sufficient proof of the execution of the same; because same is not properly acknowledged. The Court: I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We move to exclude from the con- sideration of the jury Exhibit 8 for the reason that it -does not tend to prove plaintiff’s cause of action; that it ereates a variance between the allegations of the dec- laration and the proof offered; because there is no pro- per foundation appearing in this record for the admis- sion of said exhibit; because it does not relate to the premises described in plaintiff’s declaration; because the same does not tend to establish ownership in the plain- tiff; because there is no sufficient proof of the execution of the same; because same is not properly acknowledged. 2598 The Court: I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CuipPerFieLD: We move to exclude from the con- sideration of the jury Exhibit 9 for the reason that it does not tend to prove plaintiff’s cause of action; that it creates a variance between the allegations of the dec- laration and the proof offered; because there is no pro- per foundation appearing in this record for the admission of said exhibit; because it does not relate to the prem- ises described in plaintiff’s declaration; because the same does not tend to establish ownership in the plain- tiff; because there is no sufficient proof of the execution of the same; because same is not properly acknowledged. The Court: I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted, 912 2599 Mr. CHIPeRFIELD: We desire to move to exclude from the consideration of the jury the testimony of each and every witness upon the part of the plaintiff, with refer- ence to the overflow of plaintiff’s premises or to the in- jury of any crop, or of the condition of any crop, or of the value of any crop, or of the use to which plaintiff might have put such premises since the 17th day of Janu- ary, 1900. The theory on which this motion is made is that the eause of action of the plaintiff became completed upon putting into operation the permanent use of the improve- ment authorized by the statute. The Court: I think I will overrule that motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CuIPerFIELD: Now, I wish to move to exclude from the consideration of the jury the testimony of each and every witness upon the part of the plaintiff, with refer- ence to the overflow of the plaintiff’s premises or to the injury to any crop, or of the condition of any crop, or the value of any crop, or of the use to which plaintiff might have put such premises since the lst day of July, 1902. The theory on which this motion is made is that prior 2600 to the Ist day of July, 1902, the operation of the dis- trict was such that the effect of the use of the improve- ment was plainly perceptible. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Cuiprerrigetp: Now, we desire to move to exclude from the consideration of the jury the testimony of every witness upon the part of the plaintiff with reference to the overflow of plaintiff’s premises, or to the injury of any crop, or of the condition of any crop, or of the value O13 of any crop, or of the use to which the plaintiff might have put such premises What is the date of the praecipe in this case? Isn’t it the 11th? The summons is dated the 14th. —since the 14th day of January, 1905. The theory on which this motion is made is that the cause of action at that time became complete and that if there is a recovery by the plaintiff it must be upon those causes of action which had accrued and those injuries which had been done prior to the date of the issuance of the summons In this ease. The Court: I think I will overrule that motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CureerFieLtp: Now, we desire to move to strike out and exclude from the consideration of the jury any and all evidence with reference to all overflow of the land in controversy in this case, for the reason that it 1s not shown by the evidence upon the part of the plaintiff what part, if any, of this overflow the defendant in this ‘ease is responsible for, but puts the burden of proof upon the defendant in this case to show what the quantity of overflow. was and to determine where the responsibility for such overflow rested. The Court: J think I will overrule the motion. ''o which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CurperrieLD: We desire to move to exclude all the evidence of each and every witness with reference to injury to any crops upon the premises in question for the years 1900, 1901, 1902, 1903, 1904, 1905, 1906, 1907, 1908, 1909, 1910, 1911 and 1912. Mr. Burrers: Read that to me, please. Mr. CurperFieLp: We desire to move to exclude all the evidence of each and every witness with reference to in- 014 Jury to any crops upon the premises in question for the years 1900, 1901, 1902 and then down to and including 1912: The Court: I think I will overrule the motion. To which ruling of the court the defendant by its 2602 counsel then and there duly excepted. Mr. CuIPerRFIELD: Now, then I want to restate that motion separately for each year. The Court: Very well. Mr. CureerFietp: That will be restated as many times as there are years from 1900 to 1912, inclusive. The Court: And you may repeat my ruling. Mr. CHIPERFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1900. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1901. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1902. 2603. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Curprerrigtp: We desire to move to exclude all of the evidence of each and every witness with reference to o15 injury to any crops upon the premises in question, for the year 1903. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Cuiperrietp: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1904. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Curpsrrie.p: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1905. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We desire to move to exclude all 2604 of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the years 1906. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1907. The Court: J think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Cuiperrietp: We desire to move to exclude all of the evidence of each and every witness with reference 516 to injury to any crops upon the premises in question, for the year 1908. The Court: I think I will overrule the motion. T'o which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CurperFieLp: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1909. 2605 the Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIPERFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1910. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CurpErRFIELD: We desire to move to exelude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1911. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CHIpErRFIELD: We desire to move to exclude all of the evidence of each and every witness with reference to injury to any crops upon the premises in question, for the year 1912. The Court: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. 2606 Mr. Curprerrretp: We also desire to move to exclude from the consideration of the jury all of the testimony O17 in reference to the quality of crops raised upon the lands in controversy at any time either prior to or subsequent to the filing of the declaration in this suit, for the reason that the same is incompetent, irrelevant and immaterial, and does not tend to establish any of the issues in this case. The Courr: I think I will overrule the motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CuiperFIeLD: We move to exclude from the con- sideration of the jury all of the following described prem- ses: All of the north half— The Court: Let me see what this is. Mr. Cmperrrietp: That is this piece where there is no title. The Court: I see. Mr. Cuipsrrisytp: All of the north half of the north- west quarter of section 21, township 33 north, range 1 east of the 3d principal meridian, lying south of the [- linois River and east of the bayou, as the same appears upon Exhibit 13. Now, in that matter if your Honor meas I don’t care to argue it because the matters are known to the court 2607 and the court is as well advised without any argument from us as it would be with it. That is a part where there is absolutely no record of title in this case. We are denying especially ownership. The Courr: That is the case where if they have any title by adverse possession it matured subsequent to the commencement of this suit? Mr. CureeRFIELD: Yes, sir. The Court: Subsequent to the— Mr. CurperFieLD: Seventeenth day of January, 1903. The Court: I think I understand it. 518 Mr. CurperFieLtp: All right. The Court: I am inclined to think I ought to over- rule that motion, although I am not as well advised on the proposition as I ought to be, but I will allow the mo- tion to stand as overruled for the present. If I conclude hereafter to reverse that I will notify both sides to that effect. . To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CHIPERFIELD: I also want to move to exclude from the consideration of the jury the following described premises: Lot 2 in the west half of the southwest quarter of Sec- tion 24, Township 33 North, Range 4, east of the Third Principal Meridian, La Salle County, Illinois, for the 2608 reason that no proof has been offered in this case to sustain the allegations of the declaration with reference thereto. That is this little piece down here by the river and lying east of the C., B & Q. Railroad. The Courr: No proof has been offered touching that? Mr. Curperrietp: There has been no proof offered upon that land. The Court: I am not prepared to speak with confi- dence in that matter. I must necessarily trust the judg- ment and advice of plaintiff’s lawyers on that subject. Mr. O’Conor: If there is any doubt on that I want that witness to come back, your Honor. Mr. CurperFIeLpD: I have no objection to that. The Courr: Well, the record will show, if you want the record written up. Mr. O’Conor: I beg pardon. The Court: The record will show if you want the rec- ord written up. You can see it. O19 Mr. O’Conor: He will get away at ten minutes to twelve. And the court sustained said objection and excluded from the consideration of the jury the evidence as to lot 2 in the west half of the southwest quarter of Section 24, Township 33 North, Range 1 east of the Third Principal Meridian, La Salle County, Illinois. 2609 Mr. Curprrrietp: We move to exclude from the testi- money in this case the testimony of W. A. Means upon the question of the value of the premises described in the plaintiff’s declaration for the following reason: Furst. That no sufficient foundation has been laid for the testimony of said witness for the expression of an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state, or attempt to state, the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an wunproper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not include in the 2610 estimation of the value of said premises the coal con- tained therein, but did exclude the same from his opinion and refused to consider the value thereof. Siath. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in said deeds which 520 have been introduced by the plaintiff in this case, for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations as therein contained. Seventh. That said witness refused to consider the fair eash market value of said premises from the stand- point of the highest and best use that could be made thereof, Eighth. That said witness in the expression of an opin- ion as to the values given by him merely took into con- sideration the value of said premises from the stand- point of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his testimony with reference to the value thereof, without disclosing the basis thereof to the court, the jury or counsel, but was permitted and 2611 required to state an opinion upon the basis of matters which were known only to himself and not disclosed upon this hearing. Tenth, That said witness in the expression of his opinion was permitted to take into consideration the con- dition of said premises subsequent to the date of the fil- ing of the declaration herein, to-wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giv- ing of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury of the premises involved here- in was required to take into consideration all overflow of the premises described in the plaintiff’s declaration with- out reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all the in- O21 jury which they claim had occurred to the said premises was caused by the act of the defendant herein. Mr. Burrers: Whose testimony is that? Mr. CurperFieLpD: That is W. A. Means. The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CurperFicLtp: I want to repeat that same motion 2612 to Joseph Grainer, Henry Ream, Henry Myer, Charles Mudge, Ed. Pyka, Charles Castendyck, Otto Halm, George W. Brown, Fred A. Mudge, M. J. Charley, Abraham Voorhees, Charles Dooley—what was the name of that Mudge who was on the stand later? Mr. O’Conor: Fred Mudge. Mr. CutreerFieLp: Oh, yes, I have got the other Mudge in there. That is all right. 1 want to repeat that, the full motion, in reference to each and every one of those witnesses, so you will please repeat it each time. The Court: And you will repeat my ruling. Mr. CurprrFieELD: We move to exclude from the testi- mony in this case the testimony of Joseph Grainer upon the question of the value of the premises described in the plaintiff’s declaration, for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness for the expression of opin- ion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. 2613 Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that 522 said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes without reference to its real or actual fair cash market value. Fifth. That the said witness did not include in the es- timation of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Siath. That said witness did not exclude from the fair cash market value of said land the various exceptions and reservations contained in the said deeds which had been introduced by the plaintiff in this case, for the pur- pose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations as therein contained Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opinion as to values given by him merely took into consideration the value of said premises from the standpoint of the 2614 use and adaptability for the purpose of raising corn. Ninth. That in the expression of said opinion as to the values said witness was permitted to take into con- sideration everything which he knew about said premises until the date of the giving of his said testimony with reference to the value thereof, without disclosing the basis therefor to the court or jury or counsel; but was permitted and required to state an opinion upon the basis of matters which were known only to himself and not disclosed upon this hearing. Tenth. That said witness in the expression of his opinion was permitted to take into consideration the con- dition of said premises subsequent to the date of the filing 523 of the declaration therein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved here- in was required to take into consideration the overflow of the premises described in the plaintiff’s declaration, without reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. 2615 To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CuHiperFiceLD: We move to exclude from the testi- money in this case the testimony of Henry Ream upon the question of values of the premises described in the plaintiff’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of opin- ion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and value of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that 1s to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. 024 Fifth. That said witness did not include in the estima- tion of the value of said premises the coal that was cons tained therein, but did exclude the same from this opin. 2616 ion and refuse to consider the value thereof, Sixth. That the said witness did not exclude from the fair cash market value of said land the various ex- ceptions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did ‘place a value on said premises without regard to said exceptions or reservations therein contained. | Seventh. That said witness refused to consider the fair eash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opinion as to the value given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony with refer- ence to the value thereof, without disclosing the basis therefor to the court or Jury or counsel, but was permitted and required to state an opinion upon the basis of mat- ters which were known only to himself and not disclosed 2617 upon this hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. 525 Eleventh. 'That the said witness in the expression of his opmion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises described in the plaintiff’s declara- tion, without reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CureperFIELD: We move to exclude from the testi- mony in this case the testimony of Henry Myer upon the question of values of the premises described in the plain- tiff’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of the 2618 opinion as to the fair eash market value. Second. That said witness in the giving of said testi- mony has shown no acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without reference to its real, actual fair cash market value. Fifth. That said witness did not include in the assump- tion of the value of said premises the coal that was con- 526 tained therein, but did exclude the same from his opin- ion and refused to consider the value thereof. Sixth. That said witness did not exclude from the fair cash market value of said lands the various exceptions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the pur- pose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations as therein contained. 2619 Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opin- ion as to the values given by him merely took into con- sideration the value of said premises from the standpoint of the use and adaptability of said premises for the pur- pose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises un- til the date of the giving of his said testimony, with ref- erence to the value thereof without disclosing the basis therefor to the court or jury or counsel, but was permitted and required to state an opinion which was based on matters which were known only to himself and not dis- closed upon this hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, on the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of 2620 his opinion as to the injury to the premises involved 527 herein was required to take into consideration the over- flow of the premises described in plaintiff’s declaration, without reference to whether or not such overflow was eaused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule the objection. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Cureerristp: We move to exclude from the testi- mony in this case the testimony of Charles Mudge upon the question of the value of the premises described in the plaintiff’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of the opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third, That said witness in his expression of opinion 2621 did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis. That is to say, that such witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not include in the assumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Siath. That the said witness did not exclude from the 528 fair cash market value of said lands the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opinion 2622 as to the values given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values, said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony, with refer- ence to the value thereof, without disclosing the basis therefor to the court or jury or counsel, but was permit- ted and required to state an opinion upon the basis of matters which were known only to himself and not dis- closed upon his hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises described in plaintiff’s declaration without reference to whether or not such overflow was 529 eaused by acts under the discretion and control of the 2623 defendant in this suit, but was permitted to assume that all the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Cuiprerrigtp: We move to exclude from the testi- mony in this case the testimony of Ed Pyka upon the question of values of the premises described in the plain- tiff’s declaration for the following reasons: Furst. That no sufficient foundation has been laid for the testimony of said witness and the expression of an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land 2624 would produce for agricultural purposes without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not include in the assumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Sixth. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the 530 purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made , thereof, Eighth. That said witness in the expression of opinion as to the values given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of. said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until 2625 the date of the giving of his said testimony with refer- ence to the value thereof, without disclosing the basis therefor to the court or Jury or counsel, but was permit- ted and required to state an opinion upon the basis of matters which were known only to himself and not dis- closed upon this hearing. Tenth, That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. . Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises described in the plaintiff’s declara- tion, without reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to 531 said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 2625 Mr. CurprrrieLD; We move to exclude from the testi- mony in this case the testimony of Charles Castendyck upon the question of values of the premises described in the plaintiff’s declaration for the following reasons: First. That no sufficiént foundation has been laid for the testimony of said witness and the expression of the opinion as to the fair cash market value. Second, That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that such witness expressed an opinion as to the value of said land merely from the standpoint of what the said lands would produce for agricultural purposes without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not include in the as- sumption of the value of said premises the coal that was contained therein, but did exclude the same from his ' opinion and refused to consider the value thereof. Sixth. That the said witness did not exclude from the fair cash market value of said land the various ex- ceptions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said excep- tions or reservations therein contained. 532 Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Highth. That said witness in the expression of opinion as to the values given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony with refer- ence to the value thereof, without disclosing the basis therefor to the court or jury or counsel, but was permit- ted and required to state an opinion upon the basis of 2628 matters which were known only to himself and not dis- closed upon this hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury in the premises involved herein was required to take into consideration the over- flow of the premises described in the plaintiff’s declara- tion, without reference to whether or not such overflow was caused by acts under the discretion and the control of the defendant to this suit, but was permitted to as- sume that all of the injury which they say had occurred to said premises was caused by the act of the defendant herein. 533 The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Curperrigtp: We move to exclude from the testi- mony in this case the testimony of Otto Halm upon the question of values of the premises described in the plain- tiff’s declaration for the following reasons: 2629 First. That no sufficient foundation has been laid for the testimony of said witness and the expression oe an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That the said witness in his expression of opin- ion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that such witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Fifth. That the said witness would not include in the assumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof, Siath. That the said witness did not exclude from the fair cash market value of said land the various exceptions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the pur- 2630 pose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the 534 fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opin- ion as to the values given by him merely took into con- sideration the value of said premises from the stand- point of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to value ‘said witness was permitted to take into considera- tion everything which he knew about said premises until ~ the date of the giving of his said testimony with reference to the value thereof, without disclosing the basis therefor to the court or jury or counsel, but was permitted and required to state an opinion upon the basis of matters which were known only to himself and not disclosed upon this hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing 2631 of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises deseribed in plaintiff’s declaration without reference to whether or not such overflow was eaused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 535 Mr. Curperrietp: We move to exclude from the testi- mony in this case the testimony of George W. Brown, upon the question of values of the premises described in the plaintiff’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- 2632 mony has shown no such acquaintance with the premises and value of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not include in the as- sumption of the value of said premises the coal that was contained therein, but did exclude the same from his opin- ion and refused to consider the value thereof. Sixth. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. 2633 Seventh. That said witness refused to consider the fair eash market value of said premises from the standpoint of the highest and best use that could be made thereof. Exghth. That said witness in the expression of opin- 536 ion as to the values given by him merely took into consid- eration the value of said premises from the standpoint of the use and adaptability of the said premises for the purpose of raising corns Ninth. That in the expression of said opinion as to values, said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony with reference to the value thereof, without disclosing the basis there- for to the court or jury or counsel, but was permitted and required to state an opinion upon the basis of mat- ters which were known only to himself and not disclosed upon this hearing. Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved here- 2634 in was required to take into consideration the overflow of the premises described in plaintiff’s declaration with- out reference to whether or not such overflow was caused by acts under the discretion or control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Courr: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CurperFieLp: We move to exclude from the testi- mony in this case the testimony of Fred A. Mudge upon the question of the value of the premises described in the plaintiff’s declaration for the following reasons: . 037 First. That no sufficient foundation has been laid for the testimony of said witness and the expression of an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. Third, That said witness in his expression of opinion did not state or attempt to state the fair cash market, value of the premises involved. Fourth. That in the expression of said opinion said 2635 witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said, land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Fifth. That the said witness did not inelude in the as- sumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Sixth. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opin- ion as to the values given by him merely took into con- sideration the value of said premises from the standpoint 038 of the use and adaptability of said premises for the pur- 2636 pose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony with refer- ence to the value thereof, without disclosing the basis therefor to the court or jury or counsel, but was permit- ted and required to state an opinion upon the basis of mat- ters which were known only to himself and not disclosed upon this hearing. Tenth. hat said witness in the expression of his opinion was permitted to take into consideration the con- dition of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the‘giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises described in plaintiff’s declaration without reference to whether or not such overflow was eaused by acts under the discretion and control of the de- fendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said prem- ises was caused by the act of the defendant herein. °637 The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Curperrrenp: We move to exclude from the testi- mony in this case the testimony of M. J. Charley, upon the question of value of the premises deseribed in the plaintiff’s declaration for the following reasons: Furst. That no sufficient foundation has been laid for 539 the testimony of said witness and the expression of an opinion as to the fair cash market value. Second, That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereof. Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved, Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual fair cash market value. Iafth. That said witness did not inelude in the assump- tion of the value of said premises the coal that was con- tained therein, but did exclude the same from his opinion 2635 and refused to consider the value thereof. Siath. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. | Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opinion as to the values given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. 540 Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew about said premises until the date of the giving of his said testimony with reference to the value thereof, without disclosing the basis therefor, to the court or jury or counsel, but was permitted and required to state an opinion upon the basis of matters which were known only to himself and not disclosed upon this hearing. 2639 Tenth. That said witness in the expression of his opin- ion was permitted to take into consideration the condi- tion of said premises subsequent to the date of the filing of the declaration herein, to wit, the 14th day of Jan- uary, 1905, and up to and including the time of the giving of his testimnoy. Eleventh, That said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the overflow of the premises described in the plaintiff’s declaration witlt out reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. CutperFiIELD: We move to exclude from the testi- mony in this ease the testimony of Abraham Voorhees upon the question of values of the premises described in the plaintiff’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of an opinion as to the fair cash market value. 2640 Second. That said witness in the giving of said testi- 041 mony has shown no such acquaintance with the premises and values of real estate in that vicinity as to qualify him for the expression of an opinion thereon. ; Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that such witness expressed an opinion as to the value of said land merely from the standpoint of what the said land would produce for agricultural purposes, without refer- ence to its real or actual cash market value. Fifth. That the said witness did not include in the as- sumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Siath. That the said witness did not exclude from the fair cash market value of said land the various exceptions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the pur- pose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- 2641 point of the highest and best use that could be made thereof. Eighth. hat said witness in the expression of opin- ion as to the values given by him merely took into con- sideration the value of said premises from the stand- point of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values said witness was permitted to take into considera- tion everything which he knew of said premises until the 542 date of the giving of his said testimony with reference to the values thereof, without disclosing the basis there- for to the court or counsel or Jury, but was permitted and required to state an opinion upon the basis of mat- ters which were known only to himself and not disclosed upon this hearing. Tenth. That said witness in the expression of his opinion was permitted to take into consideration the con- dition of said premises subsequent to the date of the filing of the declaration herein, to-wit, the 14th day of January, 1905, up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the over- flow of the premises described in plaintiff’s declaration without reference to whether or not such overflow was 2642 caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant by its counsel then and there duly excepted. Mr. Cureerriretp: We move to exclude from the tes- timony in this case the testimony of Charles Dooley upon the question of values of the premises described in the plaintifft’s declaration for the following reasons: First. That no sufficient foundation has been laid for the testimony of said witness and the expression of an opinion as to the fair cash market value. Second. That said witness in the giving of said testi- mony has shown no such acquaintance with the premises and value of real estate in that vicinity as to qualify him for the expression of an opinion thereof. 543 Third. That said witness in his expression of opinion did not state or attempt to state the fair cash market value of the premises involved. Fourth. That in the expression of such opinion said witness adopted an improper basis; that is to say, that said witness expressed an opinion as to the value of said land merely from the standpoint of what the said land 2643 would produce for agricultural purposes, without ref- erence to its real or actual fair cash market value. Fifth. That the said witness did not include in the as- sumption of the value of said premises the coal that was contained therein, but did exclude the same from his opinion and refused to consider the value thereof. Siath. That the said witness did not exclude from the fair cash market value of said land the various excep- tions and reservations contained in the said deeds which have been introduced by the plaintiff in this case for the purpose of attempting to prove title, but did place a value on said premises without regard to said exceptions or reservations therein contained. Seventh. That said witness refused to consider the fair cash market value of said premises from the stand- point of the highest and best use that could be made thereof. Eighth. That said witness in the expression of opinion as to the values given by him merely took into considera- tion the value of said premises from the standpoint of the use and adaptability of said premises for the purpose of raising corn. Ninth. That in the expression of said opinion as to values, said witness was permitted to take into consid- eration everything which he knew about said premises until the date of the giving of his said testimony with 9644 reference to the value there, without disclosing the basis therefor to the court or jury or counsel, but was per- 044 mitted and required to state an opinion upon the basis of matters which were known only to himself and not dis- closed upon this hearing. Tenth. That said witness in the expression of his opinion was permitted to take into consideration the con- dition of said premises subsequent to the date of the filing of the declaration herein, to-wit, the 14th day of January, 1905, and up to and including the time of the giving of his testimony. Eleventh. That the said witness in the expression of his opinion as to the injury to the premises involved herein was required to take into consideration the overflow of the premises described in the plaintiff’s declaration with- out reference to whether or not such overflow was caused by acts under the discretion and control of the defendant to this suit, but was permitted to assume that all of the injury which they claim had occurred to said premises was caused by the act of the defendant herein. The Court: I think I will overrule that motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 2645 Mr. Cuipgerrietp: Now, we desire to move to exclude from the consideration of the jury all evidence with ref- erence to the construction of the Ogden Dam or ditch, or other improvements therewith connected, including the spillway, on the theory that the evidence in this case shows that the construction thereof was completed before the year 1893 and that any cause of action thereby accru- ing would be barred by the statute of limitations and that the evidence shows the same to be and constitute an inde- pendent and separate work. The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 049 Mr. CuteerrteLtp: Now, I wish to move to exclude from the consideration of the jury the testimony of each of said witnesses and also to exclude from the consideration of the jury plat 13 and all the deeds that have been offered in evidence, for the reason that the same and each of the same tend to create a variance between the allegations of the declaration and the proof offered in this case; that there is not excluded from the description contained in the declaration in'this case the right of way of the Illinois Central Railroad or the C. B. & Q. Railroad, but that the said declaration alleges ownership of the entire premises without reference to said rights of way. 2646 Mr. Burtrers: May I have that read, please? Mr. CuriperFiztp: Yes, as far as I am concerned. (Motion read.) Mr. Burrers: We have offered no proof as to the right of way of the Illinois The Courr: I think I will overrule that motion. That may be a question for consideration in some phase of the ease but I hardly think this motion reaches it. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CuriperFIELD: Now, I have a motion to instruct the jury to find a verdict for the defendant at the conclusion of the plaintiff’s testimony under the first count of the declaration. | The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Cutreerrietp: Also under the second count of the declaration. The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 046 Mr. CureerFietp: Also under the third count of the declaration. The Court: I think I will overrule the objection. 2647 To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. CurperFieLtp: And then also a general instruction as to the entire declaration. The Courr: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. The Court: Have you got an instruction you want marked now? Mr. CuHIPpERFIELD: Yes, I have four instructions. Whereupon the defendant, by its attorney, moved the court in writing as follows: Stave oF ILuINois, ea County or La Satie. f°" In THE Crrcutr Court or La Saute County. October Term, A. D. 1912. La Salle County Carbon Coal Company, a Corporation, Us. The Sanitary District of Chicago. Case. Now comes the defendant, the Sanitary District of Chi- eago, at the conclusion of the taking of the evidence on behalf of the plaintiff, in the above entitled cause, and 2648 moves the court to instruct the jury to return a verdict : of not guilty in favor of the defendant, the Sanitary Dis- trict of Chicago. B. M. CHIPERFIELD, Attorney for Defendant. 047 And ask the court to read and give to the jury the fol- lowing written instruction: The jury are instructed that, under the law and the evidence in this case, it would be your duty to return a verdict finding the defendant not guilty, and the form of your verdict will be as follows: We, the jury, find the defendant not guilty. Which motion the court then and there overruled. To which ruling of the court the defendant, by its counsel, then and there duly excepted. And the court then and there refused to give to the jury said above mentioned instruction asked by the defendant and marked the same refused. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Thereupon the defendant, by its attorney, moved the court in writing as follows: 2649 Srate oF Inuinots, —) Country or La Satin. { ** In THE Crirourr Court or La SaLue County. October Term, A. D. 1912. La Salle County Carbon Coal Company, a Corporation, vs. The Sanitary District of Chicago. Case. Now comes the defendant, the Sanitary District of Chi- cago, at the conclusion of the taking of the evidence upon behalf of the plaintiff in the above entitled cause, and moves the court to instruct the jury to return a verdict of 048 not guilty in favor of the defendant, the Sanitary District of Chicago, under the first count of the declaration. B. M. CHIPERFIELD, Attorney for Defendant. And ask the court to read and give to the jury the fol. lowing written instruction : The jury are instructed that, under the law and the evi- dence in this case, it will be your duty under the first count of the declaration, to return a verdict in favor of the de- fendant, and that the form of your verdict will be as fol- lows: 2650 We, the jury, find the defendant not guilty under the first count of the declaration. Which motion the court then and there overruled. To which ruling of the court the defendant, by its counsel, then and there duly excepted. And the court then and there refused to give to the jury said above mentioned instruction asked by the defendant and marked the same refused. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Thereupon the defendant, by its attorney, moved the court in writing as follows: Strate oF ILLINot!s, ; Ss. County oF La Sane. In tee Crrcurr Court or La SALLE County. October Term, A. D. 1912. La Salle County Carbon Coal Company, a Corporation, (yee eS The Sanitary District of Chicago. Now comes the defendant, the Sanitary District of Chi- cago, at the conclusion of the taking of the evidence upon — 049 behalf of the plaintiff, in the above entitled cause and 2651 moves the court to instruct the jury to return a veridct of not guilty in favor of the defendant, the Sanitary Dis- trict of Chicago, under the second count of the declaration. B. M. CHIPERFIELD, Attorney for Defendant. And ask the court to read and give to the jury the fol- lowing written instruction: The jury are instructed that under the law and the evi- dence in this case, it will be your duty under the second eount of the declaration to return a verdict finding the defendant not guilty and the form of your verdict will be as follows: We, the jury, find the defendant not guilty under the second count of the declaration. Which motion the court then and there overruled. To which ruling of the court the defendant, by its counsel, then and there duly excepted. And the court then and there refused to give to the jury said above mentioned instruction asked by the defendant and marked the same refused. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Thereupon the defendant, by its attorney, moved the court in writing as follows: 550 2652 Strate oF [LLINo!s, SS. County oF La SALLE. In tHE Crrcutr Court oF La SALLE County. October Term, A. D. 1912. La Salle County Carbon Coal Company, a Corporation, vs. The Sanitary District of Chicago. Case. Now comes the defendant, the Sanitary District of Chi- cago, at the conclusion of the taking of the evidence upon behalf of the plaintiff, in the above entitled cause, and moves the court to instruct the jury to return a verdict of not guilty in favor of the defendant, the Sanitary District of Chicago, under the third count of the declaration. B. M. CHIPERFIELD, Attorney for Defendant. And ask the court to read and give to the jury the fol- lowing written instruction: The jury are instructed that, under the law and evi- dence in this case, it will be your duty under the third count of the declaration to return a verdict in favor of the defendant, and that the form of your verdict will be as follows: We, the jury, find the defendant not guilty under the 2653 third count of the declaration. Which motion the court then and there overruled. To which ruling of the court the defendant, by its counsel then and there duly excepted. And the court then and there refused to give to the jury said above mentioned instruction asked by the defendant and marked the same refused. To which ruling of the court the defendant, by its counsel, then and there duly excepted. ool Mr. Currrerriztp: Before we get to this motion let the record show also a motion to exclude the deposition of HE. L. Cooley, for the reason that EK. L. Cooley was called in person by the plaintiff and gave testimony in this cause upon the hearing of the case. The Court: I think I will overrule the motion. To which ruling of the court the defendant, by its counsel, then and there duly excepted. 2564-2663 Argument by counsel as to the necessity for the reading of the deeds to the jury and as to whether or not title of the plaintiff is a question for the court or for the jury. Ki Liban OF Tih UNIVERSITY OF Ibs b mt te ee lal penal Toy) OLE PerrReEME COURT OF ILLINOIS, APRIE “TERM, A.D. 1913: LA SALLE COUNTY CARBON COAL COMPANY, \ Appeal from Appellee Circuit Court, vs. La Salle County. Honorable SANITARY DISTRICT OF CHICAGO, S. E. Stough ° ° ’ Appellant Presiding Judge. ABSTRACT OF RECORD. Page of Record. 2664 November 22, 1912, 1:30 Pp. m. TESTIMONY ON BEHALF OF THE DEFENDANT. Mr. Curperrignp: I desire, if your Honor please, to offer in evidence, from the record of House Document No. 263, now in evidence as an exhibit by the plaintiff, pages 444, 445, 446, 447, 448, 449, 450, 451, 452, 453, 494, 455, being the gauge reading at La Salle, [linois, at Lock 15, showing the stage of the Illinois River for the years 1867, 1868, 1869, 1870, 1871, 1872, 1873, 1874, 1875, 1876, 1877, 1883, 1893, 1894, 1897, 1898, 1900, 1901, 1902, 1903 and 1904.~* * * I want to offer it for all of those years. 2665 Mr. O’Conor: We object to your reading it back any farther than the year 1885. The Court: I sustain the objection. To which ruling of the court the defendant by its counsel then and there duly excepted. 004 Said pages 444, 445, 446, 447, 448, 449, 450, 451, 452, 453, 454, 455 of said House Document No. 263 are in the words and figures following, to-wit: | GAUGE READINGS, ILLINOIS AND DES PLAINES RIVERS, ILLINOIS. (29) LASALLE GAUGE AT LOCK NO. 15, ILLINOIS AND MICHIGAN CANAL. | This gauge was located at the lower end of Lock No. 15 of the Hlinois and Michigan ; Canal. It was established by the United States Engineer Department in 1867, under the direction of which readings were taken from January 1, 1867, to December 30, 1868. From April 1, 1869, to November 30, 1877, readings were ‘taken under the direction of the Illinois canal commissioners. For the period from December 1,1878, to June 19, 1893, it has been mpossible to find any records pertaining to this gauge, except for three months in 1883, which were taken by the United States Engineer Department during the survey of that From June 19, 1893, to December 31, 1904, readings were again taken under the Bastion of the Illinois canal commissioners. The readings taken under the direction of _ the Illinois canal commissioners are not continuous, but as a rule. cover only the navigation season of each year. _ As established in 1867, the zero of this gauge co nded to the low water of 1867. This has been determined indirectly from elevations of the water surface of the river in that ‘icinity, as shown by the level notes of the survey of the Des Plaines and Illinois rivers, in 1867, in dort riction with a study of the readings which were taken on an old gauge , the lock during the time of that survey. These observations indicate that the low of 1867 was 3.88 feet above the lower miter sill of that lock. . to the survey of the Illinois and Des Plaines rivers made in 1902-1904, the the lower miter sill is 435.36 feet, Memphis datum, making the elevation of the hee 439.24 feet, Memphis datum. The gauge remained at this elevation until whieh were taken by the United States Engineer Department in 1883 Aug the survey of that year, which extended from Joliet 1e levels of ene ay ents at Oe by, ‘unt ee ed Mae |): | . ‘9 Ps , Tayi ie LUE A ; te i Nh a ei vS i) i ‘ yiiy ema Mein ie ee VE RS a fis ul if ui ve i‘ Dy ah ‘ ut al bi-t WATERAIV AY: “LOOKRPOR? TO REABROTIS, ETC. a bench mark on the coping of the lock wall. -According to the survey of the Hlinois andy Des Plaines rivers made in 1902-1904, the elevation of that beneli iiark is 455.42 feer, Memphis data making the elevation of the zero of the gauge of ISS3 equal to 443.°5 J feet, Memphis datuan. ot, a The readings taken at Lock No. 15 from June 19, 1893, to December 31, 1904, indicate, + depths of water on tops of the lower miter sill, the elevation of which is 485.36 feet, Memphis ~ datum, aceording to the survey of 1902-1964. -These readings were obtamed by placing «| sounding pole on top of the lower miter sill, | 7; An inspection of the map will show that the readings taken at Lock No. 15 indicate the 7 stage ol the river at the lower end ofthe poel which leads from Lock No, 15 into the river, Gauge readings, Minois and Tks Plames rivers, [llinois. ILIANQIS AND MICIHGAN CANAL, LASALLE, TL. : . ING7. [Location uf gauge, | ock 25: in charge of United States Engineer Department; time of day, not given: y elevation of rorn, 459.24; gauge reader, not given; copied by F. B. Duis, from Mlinois cutial commis =~ sioners’ report for IS77-7s.] : Day Jan. Feb. Mar>)| Apr { May. June. ~July. \ug. Sept. Oct. Nov. | Dee: Fi. in. Ft. in. Ft. in. Ft.in. Ft. in. Ft. in. Ft. in, Ft. in.. Ft. in.) Ft, in. Ft. in, Ft. in ‘ - 4 4 \ f { : 4 he s 10 ult Go PRES 2S PPS eee Ww | 12.5 Hot a4 0 6 0 2 D0) Toa eee oo.7 Soe 3 8 | eu et SPD SS. 8 i 6. O40 aes 6 9 O ese Fe RE oe | Clay. alee Ser O43) BBs 5 8 Pele (iy 5 2 an ee ie ge: eas a aaa oe ie Se) & Si 11 5 2 réa ee St. T O ee 1h eee “71 Se a 9 8S 1210 5 2 10 ti 3 6 Vue S..|° € 6 2. Ges yok i’ “eae 10° 6) 1969 6 2 9 5 4 $e Gon «Oo i ee | eee te ee ee 62 ‘.® i 4 ia ae ee as | tt he rece Sn an 1 es Ae oe S 5 3 te ae ney, G..| 5 10 Ey ap An 2 CE 10 Bho 5g Ss FF t) Ss i SS ae Rt A POPS iP Pea 8 5 0 i 4 fj 7 ee 5 5 ne | le ee ee 14 4 9 7 ll 0 410 7 hi iB O a ee et, eo Va eee 7 rs (ee TM vais ¢ ame 4.3 7 4 5: yates ue: 8 Ae le, hw. 15 7 9 1. 10 6 4 0 7. Re 2 ort ae $6404 Oa ier hs A 1B 4 OM 30: 4 3S ri 5 RAS 0 Fee ee a Se ae eer te ee, 54 Oe IOIO 3.7 a ve 1 Tien , ON TE He % eae Toe Nes is at an Lie Bs a 6 4 L: Fee “CRE Sam Ves 2 RES rn LAP A Ty See ae Raa caw 6 4 3 ‘ee Dh ab On ead Pe cy Me Bag o | 2 49 6 es 3 7 house ht A a Bi aS a De aa ae “Ad. 2 a ae ey 5° 3 4 ee st RS ae eae ws 13°11 ee g 4 2 6 6 4 4 Pes anaee eR een ag go A ae ee pee 13 4 oO 8 ae 24 5 4 ‘4 Haas Cpa 2. OS 9 en ER Re | 1210 ° 11 10 Pe We ae 3 3 By ails ee he ae 23. ee Be es 12: 6 33.3 rey ee | . 4 ME Lae mene A | 24. “Ti ee Se See te iG: | 8241 yaa rit: 3 7s 4 10:,). Seals eh ea eee ee ee ee Piet PSS Be Rat to eo 3 , 5 hee US ae Sa: Shee We 1130 © 12)-7 7 9 TS 4 5 6 10 hice 27 . Ot i pees ates eee Er: Rae tsi f 76 Liew: | 3 6 107) UG ee RD Sree eds} aeies 1010 12.7 ie: Bee We 4 3 6 Oar 20. a eo ea ed Peet eee ht be ea eM T.4 ar. | 4 3 Ee ou ee ee en aOR ho coe te, 10 032". 6 6 10 3° 5 3 B yenh o ee el. Why a eee ee eee be Paka 0) eee Oey a "ARF Se age RES arity Fe 8 oe a 1 At thi tis t j 7 r ~ i iy ay) : ; = ‘ yes % i ba | DREN, Fare tale tuk Re BOUL EIS. GL. 4 wa Pia Lin Y Thee re , : ’ ! ee ar / Wan i ‘ i vie | FNS UNIVERSITY BE Vimar ’ WATERWAY, LOCKPORT TO ST, LOUIS, ETC. 445. Gauge readings, IUinois and Des Plaines rivers, Ilinois—Continued. ‘ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Continued. 1868. {Location of gauge, Lock 15; in charge of United States elevation of zero, 439.24; gauge reader, not given; cop sioners’ report for 1877-78. ri Sag eae ied by F. B. D ment; time of day, not given; uis from Illinois canal commis- ' 2 a a a a” 2 ene ene \seeres een lene Day Jan. Feb. | Mar. | Apr. | May. | June. | July. | Aug. Sept. Oct. | Nov. Dec. “ pa" = .% an. OP Sa ae eres “ oe NS eee “4 ies peg ; Ft. in.| Ft. in.| Ft. in.| Ft. in.| Ft. in.| Ft. in. | Ft. in.| Ft. in. | Ft, tn | Ft. tn. | Ft. im. (Ft. in. 07; 3) ETF SE PDE EMER: FREE | 7 O° SB ia vegies 7 6 AE DS ay ke SRN Bidens tome |eeeseees RR 8 aS SCA. SSIS 6 | RM ES ee Re ee Biid n+ eels FREESE NPP SS) OO Oh has 5 ig De, NS “I ra SS ea ¥ won rs e403] eM ede go ak aman Fe Be * Rie the REM: S97 10 6F “OE Cee § | SAAS Ci CE GAS Ree” | Pas, nin See O36} 2155 T I ORE 5 | Fe AEN EY ah ORS AR Re SRS ee RBS et ws PA ees. | 7 | A NRE aa 2 RI Bi... een aiaws dacs S31) Wart WM GAgas: | 7 LER ECES SRN (aI FE AR Neat RE ee) Wisi oO RE, 6 PAL, . cu eiladee we aah tede li - ed BRB i wT RT cae HS Ried Ieee Ow Me toe | 4 Odie... debian» Bh Ak xs wechh a bawbns Gt 37 Oi OS BOak, 4 OO tae eee . . at Alpin PPR ne SPR AB rer 7 6 16 11 | B.. Bit sie ose 6. BE pak bebo slss cesnanfecesbes ape pene 4 SEES BNE my ee Se eS ee Oe CY Are ee le Ee, eS ReeG thon sie SUC ahi nG inate os a oe oe ee ee | 5 YG Mee Th...) <. RTS 1 a a ae TR a op SOE | Gace : 3 eas aa EEN FE ol. ..s eee es fo ee a ee dee 2 (Ga Calis 5s nas ae lovaiias« BR Ree RAS HR OU 2S Oi: a Okie 6 CORES KOC yas ear gn MRR PES Oo ESE 7] 13:2) SO ere 6 EB ST aR So AEN S..|. . > -nisihiainenieelan« [O28 Se pe ae eae eee 6. Wash s siduatre poate Ree IG MR ee ec rE O41) At 8 1) (BaE Woe. 5 BP SIDE CATO eee 7 FM Sat 204 te Bias. a! 4 ~ "9 PES SRNR EAS r . a RR ES SERPS oe el 8 0) 10 4| 5 6|........ | 3 1 TRIS EIA Ps 25... .|... dup Gepuntanbieons + Bie SMT. Ss oe 2 ve aN SP fecha « 26. .|.-.:.c0 saver Bove « i a ey ae) | ) 1 Cg A SRS CARON r+ ed ee TL boxe 7 ae Sia wy er wy 2 | i LY SRR eZ ERE GB 1. we ocd cakaphue Sen ee 7, OL eee eens... .. 0 Stat 65 Aaecinds cee @D..|...'- NOR rs Pe eS SERA 9 as a BGR tency ercere. Ao ond | 3 |p: +--+. Jnecteeee|eseenees |oneeeee a Probably in error; should be 8 feet 1 inch. ? , 1869. [Location of gauge, Lock 15; in charge of Illinois canal commissioners; = day, not given; ele- vation of zero, 439.24; reader, not given; copied by F. B. Duis from I is canal commissioners’ report of Decemer 1, 1870, in the office of the secretary of state at Springfield, Ill., except for months of April and May, which were copied from said commissioners’ report for the year 1877-78} [The figures show the height of water in feet and inches above low-water plane of 1867.} Day) Jan. | Feb. | Mar. | Apr. | May. | June. | July. | Aug. | Sept. | Oct. | Nov. | Dec. A a - oaety Leeman ten J -- J -- Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Pt.in.,| Ft.in.' Ft.in. Ft.in.| Ft.tn. Nae Meee Ceram Cth ty ae B] wale} 37 T| Mt 7| We B48 S). 2.4) 1 4) 5 3 ¢_ A. .-a uy aleainecea i ae /-16-3| 12 7|.17 4! 2 7|~15 1 83) 24) 14] 59 FP OA Soe PAE EE, (346-3199 2] 16°90 | 2.8), 1e LET) 2 4] 1 4) 6 4.2). ..cicwchiwesiahtee. Oe ET 2) FPS IS Pee OR et 4 6 1 5.4. «> dhe vafasabsreataiens Lane ST Ree? 1 Oh 80-6) S82) 17 Bt. 58] 1 4) 88 6. .|...ckeiclooupepeeneusians | M6 2] 4 6) 14-5) 2 5) 1210) *7 1) 2:6] 13) 5 8% ee EER Ns Forte MOP ADL) 487 | Bee ae 8. 6 8 2 4| ae Nope FS 8. .|...cuct-lice iin ie ei ce OMe ee seek Ae St 1 SE ee Fe ae eee ET eT ae ee ae ee ee ee ee WO. :|..... qx. ofadume sae mua 830) oe BY meer ae ee 6-8) 62 1) 1 6k ee Y 11 ...|....asdulo deimsade nena B1 0:7 | 22 Shee Rae OPO 8B} 2.1) 1 6). 6s 12...|... :ikakslohs ace a S68) 3) 4) 18 RE Oe Oe at a 8 8 2 0) 1:6) OORT 13. |. . .cidesd lec nana 2. 811 9-3 a a aT ba] 2 0 | 1 ¢/ f210 14. .|. «sch al ewe vSRinDEARnNE 1511} 10 7| 12 3) 18 9) 1040) 410) LiL) 17) 1B . |. ccna dalaunne donde aaa 1. 2:1).12 10) 19 S42 bw 7) 490) «2110| +t 7) 28 16. |... als eee 18 9] 149] 11 7}.18 5} 10-4] 49 1 10 | I ors 17 . a}.acdosabdscwpicebeneuneeee ve Jr Se ee eee ae Tt 1 ot 1 Ot 396 ‘18. 1. casa ake amines 2 1| 11 4] 1011] 21 1) 921} 42) 19] 1/}.12 4 19. |. . tas ch oe SURE Oe (B«1| 0 9 0: 8)-m 7) Oe} 3u| 1 8 g1 12 2 20. .}. . wile ames cian ‘setts bt ow 9! 10 5] 11 1) 24) 9 7) 311] 1 8 4| 13 1 21. .|: cian cee she gun me 8).00:0) se oP ee a) ee et 8 6 1 8] 28 7h Bs 22. |. ahalihens somata eee 9.6710 7) 1.0) Bil) isi} 322) 12) 2 6) 13:7 23. .|... 0s deeoub aaa. ie 16.3)..910) 18.4) 19 9) 12 1| 3 2| 4.7} 21] 25 2A. 1. «ike spl sie SARE Fie ob ee de Ot} | 3 1) 7) Sa Ba 25. .|. «caida aeaniainad wef 16.2) 20 0} 12 8). 17 me, Silt £8) 2 ee eee 26. .|. chide ee oe ee Ore eee weet 2 Ol 2] Ra: sey 27... wos ERE t 5 ee }-18 97° 810] 22 8) 15 9) 911; 27) 17/811} 12.7 98 «Link aed PR ST Ry OS ge 8 ae Be oN 271.34). O90 333 9. J nuoiee ahs tha seseseesl 1210] 18.9] 24 11 15 6) 9 O9| 26] 1 5|~4 7] 11 5 20..| ccenseestee ee ee eee +) 8 LP ay 8s) 26) 1 4) BRN 1 3].. eee ew eee dh ab wee mse eel ee eeeeee 19 1 ee (15. 3 8 9 ee 1 4 -s*ee eee 10 7 ee oes as — ; Ay ¥ Pit Oe -_, "ars ee ee ee “ iw. ey ee ke he eB tin Ped em} —<— 447 iven; elevation sioners’ report 8 TC. is ” ‘i. LOUIS, E 4 B. Duis from Llinois canal comm IS72. ; in charge of Illinois canal commissioners; time of day, not not given; copied by F. a, .24; gauge reader, WATERWAY, LOCKPORT ‘ic. {Loeation of gauge, Lock L ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Continued. Gauge readings, Illinois and Des Plaines rivers, Illinois—Continued. of zero, 439 for 1877-78.] ‘ie pe “eth

ier 8 aed ] Rte tee etl ee eee ee ae Ave bw 16 7 Bet 5 be ewe eet eleoe rene wlio en wees \ 16 § Py. 4 ‘ die a rib oh scamfvecdeoneslesoereces Ei} li : 13 5 Meal tt A G13 8 4 Bailie Rares pa 4) 14 6 Sis, 3 15 1 if ae Aes Th Pe 14.8| 17 8 14 6; 18 11 ee pe ens 14 +} 19 5 Mm O; 19.0 A ey 1310. 18 +4 biietannt 1310. 17 11 3 9 iy See's i 6). 17 4 13 3. 16 1 12 11 16 5 CPS +116 Feb. ‘Mar. | ai LOCKPORT TO sT. LOUIS, ‘ETC. “189s, | June. Fi, in. 15 “Ss 1 4 15 0 14° 5. 18 10 13,3 i3-1 7 11 12 10 13.3 13 6- 13.8 13 11 6 11, ISD®9. > July. Ft. in. 11 1 lI 7 ee li 3} 10 11 10.5 10 0 9. 11 4 9 8 9 7 9 3 92 a | 8 ll 9 0 9 0 eae 9 6 9 8 9 10 9 10 9 8 9 7 9° 7 9.7 9. 7 oa y ee WF Ns a a 9 7 F — ee Sept. Oct. Aug. 9 10 woopoowo> ~ ~ Ce nmrwmnwnw eux Sv asPndsi nts ass — Ss 9 Ww 10 10 } \ } Ft. in Ft.in. 9 9 o. 8:4. “9 8) 9 8 a a 9 9 9 8. 910 9.8) 911 10 5) 911 10 6). 810 10 4; 910 10. 3 1%, 920 10:,2'|_ eo OY Ya. tas 1053 9 11. 10 3 9 11! 10-3) FO a 10 2 911 10. 2) a Se Pi he 1s; 3 9 11 10 4 910 ~10 6 9 9 10 6 10.3 .10 8 10 6 10 9 10° 8). aS 10 4. SRW 10.0. 22° 8 910 211 910 “Tie 9-9: Wet 0.84 ee re ee <}) SORE ra — Gauge readings, Illinois and Des Plaines rivers, YitolseCoetinved. WS hege IELINOIS AND MICHIGAN CANAL, LASALLE, ILL,—Continued. gauge, tote 14; in charge of Iinois cena! commissioners; time of day, noon; elevation o uge reader, James Ress; copied by Q. W, Boers from records in IUinois canal com eee eee meee eee ee ee ee , Lock 15; in me of Uinois canal commissioner ‘s; time of day, noon: elevation of Fe reader, ga toss; copied by O. W. Boers from records in Hlinois canal com- q 3” t Lockport, Lil. ee ee ee eee eee eee . s May. June. July... Aug. Sept. | Oct. | Nov. |: Dec : 2 ' > . . ; I. > | ; , ® Ft.in.| Ft.in.| Ft.in. Ft.in. Ft.in. Ft.in. Ft. in. Ft. in. Ft.in. Ft.in | Ft.in. wee Sietaede wecreses: | oneennece il 1 11 11 9 s 9 5 9 3 } 9 5 : 9. 10 | 10 : GMs. whew e'cS 5 ving 1010 12.2 0°99; °9 5 9 3)... 41.99.10) 10-0 Tulitas dante 1 A aa PA tie sl: OLB). 43.81 Se Fe Ore, 3 PORE 8s 16 8 hr 10: 9:| 212-6 9 11 9 5 o 2 ind 5+ 932} 10 2 etegetee|erec sees are ie Bato ha 182 9 5 o 2). 9°64 ot 10°23 wee teetclessseees Sa MOS 131-12 5.90 8 9 8 9-2) 9 6+ 911] 0 2 tn 2 | Ve Saar SA ORE Fay 9 4 92 fo CYS t Woe es ee AS 4 dd Be 2S Bb ES, 3 9 BT Oe? O48 1 10° Se 2 es EE aoe SO 44 rte Ps Ba Se oN 4 ORM AE Ped 4 1 CEES SUN tices 10-64 10.7 ©1060 9 4 6) 5 [Se GE Be Ts. es ae Clase &. tanks 7-13 Sie, Bol ik SE Ge 9 5 O° Sete Ot cas. 5S ERM 106 wet ceclarens-.- 3 11 Fi 10.3 9 11 Q 4 9 4 O: Baia St. 2: ~:; Biwes. =,|..:-...-|.. Res NT Ge Pree CIO BS ea Be Balm Ook I OUR eM Sh. . t ceo Coen Poe VA ciate eae ee ae elem ee Ge ee og ese DS eee , a Se eS ee 3094-49133) Bf) 20.20. 21S 9 | POU Se Sate Gta tig a eae Me Ss Ck a 149 1110 9:11) (44 <6 G3 9 4 ee es ee ; |. RSG KAR 1445. 12 4 910° Le o 0 B.S 0-8 1 a Bees ab. Se oS, ee ar as 12 8) 8. Soe Ss 9 0 9 5 ie er ey i ates Be eee BE Ble Dia ae Lo Be C8. Be Oy Bak TO Oe bea oe eC sare let thes 9. 6) 16:1 ee ae ge eae a at ee we Re (3 | Se is 22k F @: 5 ele se 9 3 ie aes ih) ay Se ae : IEEE dig wan civ'ola'e wa eas 12 11 11'S Gb 13 a: 2 9 & pe he ORS 3S ee OS) ee DORR Lt a 7 tik 3 9 FE 102 9 4 9 & Or BP t0 ad tes cans pa Ne ae Paas 1B 3) 0 OY 10 0 o Bir oO 6 Gy 8 RY OR BRE a ; Geen oak oes 8)! OLE RIO OB ied: 6} 8. BPM Bd. SS (Ot CS 12 4 10 6 8 1] g 9 a 6 o 5 9° 8 1 he 1S ee p es Pee Ra weg has + Sy 1 4 9 0 9 9 0 5 9 6 9... 0/1 Ra ed nea OF Ss ae we, Faas 111 WW 3 Q@ 4 Q 8 o 2 208 9 11 Woe Ass. | Witpe 8 agg | bay ‘She | Xe Saw Sl AMA See pn Beery 0 4 9 Foo UW |) “aoa... es AU SES An Jat ASG 2 thi @ ee a Te 9 4 9 6 wise 5 oa MS EONS SSS Fee Pites CS Sa 6) 9 3 Pere Bo ee te 0 ae ee += a _— “er * A NN SENN ARS REA RA RAR e WATERWAY, LOCKPORT TO 8ST. LOUIS, ETO. 453) iy Gauge readings, Illinois and Des Plaines rivers, {ilinois—Continued. | ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Continued. 1900. | [Location ——-. Lock 15; in charge of Illinois canal commiystoners, time of day, noon; elevation »40f zero, uge reader, James Ross; copied by O. W. Boers from records in Illinois canal commissioners’ office at Lockport, Ill . nn ee — | : : | ‘a | ; : Day Jan. | Feb. Mar. Apr. May. | June. | July. | Aug. | Sept. | Oct. _ Nov. | Dec. a ae | a, OS eee 4 cm | | a ree Fi.te.| Fein. Fein. Ft.in. Ft.in.| Ft.in. Ft.in. Ft.in.| Ft.in. Ft.in.) Ft.in.| Ft. in.) Gl is oS aS Ebb 81. 1908) ome | WR 8) ae tT) WO 7 | 90790 |....... ee ee fod nthe late dares iB cis 12 9} 13-9} 10°7) 112) 11 11) 1010) 10 °7)....... A eae ates dd xi Meet 1823) 122°9; 109} 1010} 11130} 1010; 10 6)....... : Beh. . oat cat Whee! SRO" Gia He 1210} 12°9| 1011) 10 7| 11:97} 1011| 10 6)....... f SS Ee |nsaseeerlntonmenb|nancakes 12 9] 12 6) 1011) 10-7)| 11 4; 1011!) 10 6)....... re aia gile Wpisibeet | 5 dia | 19-7) 8) 10) WO OL ON |. | 7 ).......] ee aE GED } 900 oT 19S) IO EE 10. 8 0-8 {11 0} 0 8 }....... Bi cadhtae bata roa) wiaaiben 20 6) 18 1] 12-6) 10 8+ 10 9) 10 4) 11 0; 10 9|....... ER MARIO NY A BAK He | 3) ASc8 bh Sy 068' | 10-81 10°73) 11 0) 2 }....... OS Seibert acess codec abe Perr ie le ae ee le) 10.2) 1640); 11-0 |......- YA man eeu Rp EaGe | 18 1) 13 2] 11:9; 10 6 10 7} 10 6} 10 5| Nl O}....... SRE Dadkstielin Me ids. 3 are bP ase. Ie Ie Ol yee wee: Woe AER OL... Bly Stl d oie sc De ase ee 17 4) 13-0} 11.27 10 6| 1010| 910) 10 2) 11 O1....... ERS aes Seana Rigsaess 170} 1210; 106.10) 10°68) 10104 9 8) 10.27) 0 0|....... MU cas EOE: 0. < pits clade cy ni 16) 9.4 33. OPO 7 (1 Bal 4 oe 8 10-7... sad cal nce: seat intadesta 16 apes 0 61:10 8) 11.47 90 81 21 10. 6 |......- es hb ce divase~ nbs a caets 16 5/| 12 1; 1010] 10 6! 11 4. 1010] 10 2) 10 8 | Re 6S ae ORS Sheena 16°64 32 0 |. 1bid} 10°86) 11. 8) 1s S490. 2PM Of... | oe Ry ee fewer Rp 1610; 11 9 1010) 106 1 2) 9 8! 10 2) 1 2) er Tay ’ ek RR Re aaa 1d i BW 18 2 1 BE Oleh MR ae ay... f TE nbs Ssaplest a NaOH Leonia 1G OLS |. 208 4 20. OP 1 Bt 8 Se we 4 f....... TE eens il ich 4) 18) Ft 7 | 10 10 fF EST 88 b A006) 38: 8h... 4 aceon <4 Ahegeatae Seats 16°2|} 18 2) 10 7f 10 8] 12) 9 Ob 7) 38-0 ).000... Mane ih OE aS 1511| 12 4) 11 2| 10 6| li 2 9 6| 10 7 aS aaa i Ree Sg Aa eRe 16S ide 2 dk | 106 WI 40 2p Ore 2... 8 Ea i eR fccuecet Le Ol i AT) 10 6 1 10 80 S| IO Oy Ae AL... Ba eto AREER | Etistie =e 15 2} 11 9) 11 7| 10 7; 11 4) 1010) 10 5) 14 | ae Ap staal Oe ONE SAL Soe Ol A ae bs a AO BAe OT... Fae ae Ea aah eee toRhee Pak? [IE 8 1 EE) eR Se 88 AT flee... | Wesid i hain RFs SEE 39} 11.7) 1 2) 1111] 12 3) 10 4) 10 8} 1310)....... J Sra rt... ebenass Es Ses eee SEU ie Ear 12.15 IO an. | 10 8.22... Bee a, i ' | of zero, 435 uge reader, James Ross, copied by O. W. Boers from records in Illinois canal com~ [Location of gauge, Lock 15; in charge of Illinois canal commissioners; time of ag 3 noon; elevation | 36; ga missioners’ office at Lockport, Ill.] Day| Jan. Feb. | Mar. | Apr. | May. ‘June. July. ) Aug. | Sept. | Oct Nov Dee ae 4 ERAS SRS ES as Be: CS Ft. in. Pia: Ft. in.| Ft. in.| Ft. in. Ft. in.| Ft. in.' Ft. in.) Ft. in.| Ft. in.| Ft. in. Ft. in O34, 3 ae Lidetescieswcrtal (1S OO 2 Te O16 BL WOE MO BL... OY 2 SS Ee ee Pay cera | 18 3] 10 -8| 11 0} 10 6/ 10 5} 10 6} 10 8}....... OLIN 8 GIES OES IR ae |-12 11 | 10 7] 10:20) 10 5| 10 5) 10 6| 10 8}....... 0 i pikreleaetaaastearenntat ete O20. 61 ROR 47 10 BIO 64 IGOR |... BEDS i RR Tee aN be ie | 12 7) 10 6) 10 8 EER ae ie ae er Oe | a sot Sie | 20 4). 12 6; 10 8|-10 8; 10 3; 10 5| W 2} 10 & hee ad ae RRNgS sae SS OO BL 18 8 20 3h 10 5) 0.3} Oe. . » FAR Sine RR oP mece a9) 4 161 10cR se 10 FO Be) 0 8 E10. 10 7 ne RR oe Soe co Wctnes | 19 3) 12 3; 10 7} 1010) 10 4; 10 4) 10 7] 10 7|....... TH et ae 1810} 12 1|-10 7] 10 8} 10°5| 10-4! 10 6} 10 7|....... UB Ge ei aa Jerannnn 6:3) 12, 2) 10 RE 40.8 | 1004) 104) 908.130 67 |... ft ats Reheat ae BE GT ee Se ae eee es a Ae ai Ses SOR Reyes | 17 8| 12.0; 10:7) 10 4| 10 4) 10 8| 10 6} 10 8|....... RR See | a ghee | 17 5) 11 8) 10 7) 10 3) 10 oe 40 8.20 Fe WOO i. . Oa, AES RSS mee ae hl At) 8 1 tO 10.8 420 ee ID S41 10 “74 90.7105... | | EOS LR | 16 9| 11 6| 10 6) 10 2] 10° 4{ 10 9| 10 7] 10 7),...... ee RR ERS 16 7/| 11 4) 10 6] 10.2) 10 4) 10 8| 10 7| 10 6}....... ’ NS Gah, ha yaol eaten nnats 164) 11.4] 10.6) 10,0} 10 4) 10 7/1 10 7] 10° 6)....... SE ee Pedtes ot fai Sh We 1008 We 6) 10 7!) 10. 730 Bn SORE tala ii EPR Abe te Sh 10,8) 48 aa 20 81 10-71 107} RO Ohi i ES a RS ey i 8a) WR O10. 6) 10 T | 10 81 aes ESS, EN RRS ope 0448 2.00 eee OB 10° 7 T9081 lis de i i-taipells Hasta wi -ict ne Ba cok | oer Lt) ye eer ee 10 ThE Bs Whack, eter est co enad. os alate Peete, Oe Owe, 8008 {90 FSR eo, %..\.<5 ee GRR tees es Pe 2 toe ae Be OO. TON e fb 10°F I OR Gocco ah ood ® a Rt LE ead ais s er. ee ti 2Ol eh SO IO RE IOP Se eo la WE ode doesiack aad iss ee ilece? Wee. S00 Tei et IO. 20 6 | 10S Lao a SE EEE: Faaaiiyia eee Peon 20LOe 10 oe 108 110 B10 6120 Bi. eee . ie YSIS S Ap Sate Li 1310! 10 8! 10 5| 11 0 46-5 AO Bhs. Scan oe | 34 oS A acer) ae 8) 30 8) TO OO NOUR 208) 20 Oe ale apna | Ts BE SF Tea Mapa bacuecy., 19: Pied, «gas | 10 8) 10 5 1) Seat ee sare: Ce | { | 4 7 454 | WATERWAY, LOCKPORT TO ST. LOUIS, ETC. Gauge readings, IWingis and Des Plaines rivers, IMinois—Continued. ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Cgntinued. | 1902. [Location of uge, Lock 15; in-charge of Illinois canal Gap rere ee time of a, noon; elevatio of zero, 435.36; ga reader, J cow Ross; copied by 0. W / poers from records in Illinois canal com- missioners’ office a Lockport. I Day; Jan. | Feb. Mar. | Apr. | May. | June. i, | Say. | Aug. z. | Sept. Oct. | Nov. | Dec —_—— ao = : -|}—— Eee Ft. in. Fv. in. Ft. in. Ft. in.| Ft. in. “Fy. in.| Ft. in. Ft. in.| Ft. in. Ft. in.| Fi. in. Ft. in. pe RD BGR ag ee SRE 165] 12 4| 15 0} 25 0) 19 Gt $298 thse IE ein icths shes cabate decal 6)7).18 Few tw Oy 1810) 18 2) 18 9) Wah... g I i idl ek a 16 8| 12 7| 16 0} 2511| 18 roms 18 6; 1410]......; oe Bg Ad Ras eae Seale 9.13 71) S04 oe 8 4 12:21 | 18 1) 14 -84......) Oe RRS INRA Si aleipee? 1510| 13 4 2 20} 25-8) 18 2 A o) ear 1. ‘ SE BR Dee. UEP ah 15 6| 13 6| 2-3 2 0) 18 1 12 6 BST Bn tat TS Het ea REED, Bee, 16 3] 13.7|.20 0} 262/17 9) 12 3) 1811) 18 8]...... NE ais ie taser nls atin 15 1| 14 2 mo 7| 8 $| 47 1/ 12 2| 18 7| 18 6 a A EES ee 1411 | 1310} 20 4; 23 2) 16 8| 12 4) 18 4) 18 4)....... iL RRA Rais me Re pea 14°9| 13-7|°1910| 23 4) 1610] 12 3] 1711! 18 1\|...... ; CS Reve: Be ee 147) 13-6) 19 3} 28°0) 17 1} 12 2| 7 re Be fi V he ROPE : AY SES RRR SS Rae' 4S) 13 1) 04) BS) 6.0} 12 2) 17 2 18 OF. eS a . aed oe Oe) 30) S00 ae 6 40 28 117 10) 07 Bes oS De ait eee CREE 3 6] 13°2) @ 2} Wil) 17 8) 1110) 18 5| 17 8}...:..4 | ee TGS RIES: &? puke 13 5| 13 3| 20 6) 2 4 7 5) 11 9| 18 4) WW 5 RENES A IR Ra bE A ye mea ie ot a) 4h IF 1) 74 17) 2 Be AR EIEN SEARS. Mab Te 13 1 meee | Or 36 9) 2261-97 6) 1 84 ER Ris Gin ay, Fre rep 211) 13 0| 20 1| 2 8! 16 7] 11 8| 17 5) IF 4 fl FN dle a Giinsdiin duodenal anak 12 7 oi we 26: me SOF) EE De IF Sy 12 See SE SERRE aS SECS) ae ee at 19 8 i ENS 36 Of. 8 1 17. 24 YP aa OR i Gear: cp ae an ae a2 9) 18 10). 26°27 36 6) 11 10) 17 0 Fes ech a : EF RR SE ae ae 12 3}; 13 3| 18 6| 25 S46 3) TE OH: ABW cc caaks eae r ORR NR! RY 12-2| 1311/ 1s OF 264) 1831) 1 Bl WP ah eel , BS sick lod dls @ Sade ceanewot eee SA 108 17° 6) BB Re SB 88 FT a Oi. nce deee : SS eae BF dan oa aM og L 12 0} 16 8}.17 3) 2 7.15 0} 16 3/.16 4 Tey neteeee | Boschi nn fpscceoceavines 12 4 is 3] 16 9! 2-9) 16 81 16°O}.36 24... Wee : abo GaN 2 AL VOSS - 1210. 18 1/ 16 6) 211) 14 5/ 16 5) 16 0 - aie aoe a ae geil ERS. atts te Art. 17°41 :17-6| 90°61 34 31°48 61° Sia. doe BE sas i 0's apd» <.i.4 pace metab 0) 16 6) 10 8) 20.2) 21) ee Ot 6h... ai a | me PENS RA, Sik a wt is 9) 2291 19911 Wed WY 21-48 4... | he nse ct- -gadod- peace fii cde Bie ) ems cf WD! WB Beco ckes By eee Bein | 1903. [Location of of = Lock 15; in charge of Illinois canal commissioners; time of day, noon; elevation of zero, 435 reader, James Ross; copied by O. W. Boers from records in lilinois canal com: missioners’ ‘ofthe a Lockport, Ill., for May, une, July, and August, and from. weekly gauge reports — filed at United States e r office, Peoria, Ill., for oh ig eo December. Readings for Novem- _ ber and December were taken at 7 a. m., and were copied by R. L. Hauser.] : a ———— rr a ap a —_ Day’ Jan. | Feb. Mar. Apr. May | June. | July. Aug. | Set | Oct. | Nov. | Dec Por Peers en, eee -; _ accra Pee ee Leen ~ | Ft. ‘in. Ft. in.| Ft. in.| Ft. in. Ft.in.| Ft. in. Ft. in. Ft. in. Ft. in. Ft. in. Ft. in., Ft. in. 7 alec: Malian Ba Kapri RE eg Be 8 a ead ee 13 2/13 8 ONE MRS NE cata, Rid a ee es ee eee meme ree) _ eRe PRS TE hy Cad LE GR BS a ae Pe ee a a See ae 13 1/13 6° SR Sere eee eee eee Aw ON RRM AR UL tess wedge opbonn 1211 | 13 6 SE RECt Ree: aceon | 17 2/- 15 10) 12 3) 12 | nico steaw aeebe 1210 13 0 a aa ERR Reanbae 2 oa Pee ee) 16081 9858 Rad. SiR 12 8) 1211. Ot SET ERR Rey ER ee WAALS Te OP Od OR to eae... 12 8/13 6 ERT A NASBE 5) me NERO BCS ROY ie | SS ae ieee ema 12 8/13 8 RT ie Ne oes Laan Lda wh ehc nah ci 8 Te a” Re aie: Rae Sa Te a 12 8/13 8 NY Nie REASON TREE: Jas sens Sp ae ae BE cers Sp ACE a enn 12 7) 13 7 om Aid eae aa irae Ser edeal at 0 ee ee eck s - 42 7118 3 RRste ch cet tick aks Miaredhiocohuctcais's «4 eee ae Re a ae, 5 Oe eee 12 8/120 : Sa | alsa ee LP a | a ae Eee eet! 2 RO. eR aes Rk Gt Re Ee se 12 7 | 12 10 CEE pei eae Tg GaN: AS Se TR id lo day i PN 12 7/12 4 eS AS mapas ale RIN ‘4S 340) wea Poe 6 sl. .ae | 12 5| 12 8 SERRE RRA aay Rae 14 -5| 14 5} 1110] 12 3 | SiGe NERS: | 12 2}13 3 8 RRA Tg iii BRE RET RPE Pe Re Ok ee Me A OCs Cul onhanias oe ' 12 4/13 4 SEIS RCO SPIT REA | 140 140 12 9 12 | heed ra tat 12 4/13 4 RMS died xc na'cets ay tan bate bie cei xs Ce eae ay Lae oe Se: Ot | ee Fee 12 2/13 0 SMEG vals Chu adipt xibea hie siEs K Rep e's 3 1 38 8 a 0 es AR 12 1/13 3 | SEIS Ree Seas’, Rae ae a Oe 8D OU Ue Oi 92 0:1... ks ctee 12 1/13 9 OS TACT RRP, SORE: Poe ee See ee ee ee te: ee CSE 12 2/14 2 SESS RARORES 6 EPR, NNER BS eG oe be eee We oe | Op eae eat Sa 12 8/14 4 ES Se MS IRS DS ae! Or ~~ TY IDs: 11.8 11.8 11.8 11.9 Lh ay 11.9 11.8 11.8 ity 188 11.8 11.8 11.8 11.9 19 11.9 11.9 TIES 12.6 14.5 15.1 15.5 15.6 15.6 15.5 15.3 15.2 December, 1906. fh fk fk ek eh pe 19, 15.1 14.8 14.6 14.4 14.1 14.8 16.4 17.0 17.4 17.4 17.4 17.2 Lk 17e0 16.9 16.8 16.6 16.6 16.4 16.3 16.2 15.9 15.8 16.2 16.2) 16.5 16.7 16.8 16.9 16.8 Li 2719 579 January, 1907. February, 1907. March, 1907. ip 16.5 1 22.7 if ines. 2, 16.8 2, . 22.4 Pi 16.8 3, Lye D, 22.0 3, Teel 4, 17.3 4, 20.5 4, 16.9 D; 17.5 D, Lose D, 16.8 - 6, 17.6 Gi" 19.8 6, 16.7 ts iTS PLN Toe fi 16.4 8, {heel oa iss 19.4 8, 16.3 th ILE yes aati b Sp 19.4 uf 16.1 10, asta 2: Tee Ls 15.9 11, i ee, bias) 9 AD 15.8 12, 194 22, To eee on 15.8 13, lee Zoe TS. on eels 16.1 14, 18.8 = 24, 13:5 ~ 14, 17.0 15, WG. ieee 20; liepy _eila 18.0 16, 18.6 26, 18.0 16, 18.4 ine One 215 ified, onal Big 18.6 ile 184 28; LW GAY ea lies 18.5 ike 19.4 1: 18.3 20, 20.2 20, 18.1 21, 23.6 21, 15.0 22, 27.6 22, ino 23, 26.8 23, Wied 24, 26.5 24, Weep 20; 26.3 20, 17.3 26, 26.0 26, 17.3 at, 25.2 21, 17.2 28, 24.2 28, Evel oo, 24,2 29, 17.9 30, Zouk 30, 1S 31, 23.2 ail. 20.4 *Then from the 7th to the 16th, inclusive, the river was frozen over so that no readings were made. 2720 2721 April, 1907. 13 20.4 7. 20.2 3; 20.0° 4, 19.6 D, 19.2 6, 18.9 (f 18.6 8, 18.6 9, 18.6 10, 18.5 11, 18.4 12, 18.0 13; Li 14, 17.8 15, 17.6 LG Lie ibe: 17.3 ep iPAl, 19; LG 20, 16.7 PAL. 16.5 29 16.3 23, ose 2A, for 25, 15.8 26, 15.7 28, 15.3 29, 15.3 30, 15.4 576 May, 1907. “ “ “~ BNA PWwWN pad NO Oe ee 22, bo bo 25, 26, oT, 28, 29, 30, 31, 16.2 17.6 18.1 18.2 18.1 17.8 17.6 17.4 17.3 est 16.9 16.7 16.6 16.4 16.4 16.4 16.4 16.3 16.2 16.0 15.8 15.6 15.6 16.2 19722 18.0 18.3 18.6 18.5 18.3 18.1 June, 1907. ib 18.8 2, 17.6 3, 17.4 4, 17.5 D, Lies 6, 18.0 7, Ley 8, Las a VES 10, 17.8 Lil’ 179 12, 17.8 13, 17.7 14, 17.6 15, 17.4 16, 17.2 17, 16.9 18, 16.7 19. 16.6 20, 16.4 21, 16.2 Vp 16.1 23, 16.1 24, 16.2 25, 16.4 26, 16.5 27, 16.4 28, 16.2 oo 15.9 30, 15.7 2722 2723 bd ek 12, diye OUT. 15.5 15.4 15.2 15.1 14.8 14.8 14.8 15.0 16.6 17.2 18.4 1:9 20.4. 19:7 19.3 19,2 19.0 19.0 18.7 18.6 18.3 18.1 18.1 18.0 17.8 Ay 17.4 Lil 16.9 16.7 16.4 August, 1907. “ ~~ 29, oo ww 16.1 16.0 15.8 15.6 15.6 15.5 15-5 15.6 15.7 15.7 15.8 15.5 15.7 15.8 15.6 15.6 16.4 16.4 16.0 162 ied LOS 16.9 10:7 16.4 16.1 15.9 15.6 15.3 15.3 15.8 September, 1907. 1, CO No oe ne ee ee oe 22, wrod © ww PY Pw 16.0 16.0 16.8 15.6 15.2 15.0 14.8 15.0 15.3 15.9 15.6 15.9 13.2 14.9 14.7 14.6 14.4 14.5 14.6 THe. 16.3 16.4 16.2 16.0 15.9 15.7 Hayy 17.2 19.0 19.4 2724 October, 1907. 2725 1, “ “ “ “ “ee Ne CO OND oF wD ee ed a ee 20, ho bw 23, OA. 25, 26, o7, 28, 29, 30, 31, Lhe 18.9 18.6 18.8 18.7 18.2 to 17.6 17.4 14.0 16.9 16.6 16.3 16.0 15.8 15.7 15.5 15.4 15.3 15.0 14.8 14.7 14.5 14.4 14.3 14.1 14.0 13.9 13.1 13.8 13.7 November, 1907. “ “ “ “e “ ~— CON A OF WD re “ 29, 28, 13.6 13.7 13.8 13.9 14.0 14,2 14.2 14.1 14.1 13.9 13.8 13.7 13.7 13.6 13.5 13.5 13.4 13.3 13.3 13.3 13.8 14.5 14.6 14.6 14.6 14.5 14.6 14.5 14.5 14.5 December, 1907. 1, “ “ CO ONAN DD wo HW PPO WH YWNWND BH BB BH HHH He HY SD ae = Se ad dm & b coe LS So Ree) os SP aN a LY te lee LS i) 30, 31, 14.4 14.2 14.0 13.9 13.8 13.6 13.5 13.7 13.7 13.9 15.0 15.7 15.8 15.8 15.7 15.6 15.7 15.6 15.4 15.3 15.1 15.1 15.2 15.5 16.6 17.5 ice 19.0 20.6 21.3 21.5 2726 January, 1908. 2727 iH 21.4 2, 21.1 3, 20.8 4, 20.4 5, 20.1 6, 19.8 7, 19.6 8, 19.5 9, 19.1 10, 18.6 11, 18.5 12, 18.3 13, 18.3 14, 17.8 15, 17.7 16, 19.2 17, 19.7 18, 19.3 19, 19.1 20, 19.2 21, 19.2 22, 19.4 93, 18.5 24, 18.2 25, 17.9 26, 18.0 27, 18.5 28, 17.9 29, 17.5 30, 17.0 31, 16.7 079 February, 1908. 18, _ 17.0 16.8 15.6 20.0 22.1 23.7 20.2 24.7 23.7 23.4 22.6 21.9 21.4 21.1 21.3 21.4 22.9 23.1 22.8 22.9 March, 1908. L, 22.3 2, 23.0 3, 23.9 4, 23.7 D, 23.9 6, 26.0 1, 28.4 8, 28.8 9, 28.4 10, 28.0 HH, 27.9 12, 27.0 13, 26.6 14, 26.1 15, 20.0 16, 25.2 17, 24.8 18, 24.3 Loy 24.2 20, 24.4 21, 24.4 22, 24.2 23, 23.0 24, 23.4 20, - 22.7 26, 22.1 at, 21.9 28, 21.6 29, PART | 30, 21.5 dl, 2160 *Then the river was frozen from the 4th to the 12th, in elusive, and no readings were made. 2728 April, 1908. le SY & “ “ “ (OND OP oo ONMWONMONYP NWN NMWDND HD FF KF BF BF He eH ) we) — 21.0 20.9 20.6 20.3 20.2 Loi 19.6 19.6 19.8 19.9 1s, 19.8 19.5 19.1 (Pets, 18.5 18.5 18.7 18.6 18.4 18.2 18.0 17.8 17.8 18.3 19.1 19.4 20.5 20.7 20.6 580 May, 1908. 1 20.3 2, 20.1 3. 19.7 4, 19.4 5, 19.3 6, 20.2 i 20.8 8, 214 9, 22.6 10, 23.2 ih 23.2 12, 23.3 13, 23.4 14, 24.6 15, 26.1 16, 26.6 17: 26.5 18, 26.2 19, 26.0 20, 26.0 1, 25.8 29, 25.6 93, 25.0 24. 24.4 25, 23.9 26, 23.4 oF, 22.7 28, 29,2 29, 29.9 30, 22.7 OO tae 22.5 2729 2730 o81 The court adjourned court until Monday, November — 25, 1912, at 10:30. Mr. CHIPERFIELD: I understand that this copy may go into the record as a continuation of the examination of Mr. Peterson. The Court: Mr. CHIPERFIELD: The Court: That was the agreement. Was that the understanding? That was the understanding and if any- 2731 thing is wrong before the case goes to the jury you may eall attention to it and it shall be modified accordingly. 2731 River staceés av La Sauue, ILuiNols, at 7 0’CLOCK A. M. AS SHOWN BY THE RECORDS IN THE UNITED Nrates WEATHER BureEAvu OFFICE. OANA KwWNHrH 1908. Jan. Feb. Mch. Apr. May June 22.1 oil 21.3 20.8 20.4 20.0 19.6 19.3 19:0 18.6 18.2 17.9 i ay 18.1 18.2 18.0 Eire 17.5 17.4 ae 16.9 16.6 12.8 12.8 12.7 12.7 12.6 13.0 12.8 12.7 12.5 12.4 12.1 12.0 12.0 oa By) Pho 11.8 Sep. Oct. 11.8 Dat Lise Li pos 117 Li 11.5 11.4 11.4 11.4 11.4 11.4 11.5 11.6 E.G a Bs) EGO. ss) 11.4 11.4 11.4 11.4 11.5 11.6 11.4 11.5 11.5 11.5 11.5 11.5 11.6 11.6 11.6 11.6 11.6 11.6 Nov. 11.6 11.5 11.5 11.5 11.6 11.6 11.6 11.6 11.5 11.5 11.5 11.5 11.5 11.5 11.6 11.6 11.6 11.6 11.6 11.8 a 11.8 11.9 LUD 12.0 12.3 12.4 12.1 12.2 12.3 2733 082 RIVER STAGES AT LA SALLE, ILLINOIS, AT SEVEN O’CLOCK A. M., AS SHOWN BY THE RECORDS IN THE UNITED STATES WEATHER BUREAU OFFICE. 1909. ODVATMTRWWH Oonnorwnre Jan. 13.6 14.0 14.8 15.2 14.4 12.9 12.4 12.2 13.0 13.3 * koE * KK KR KK Jan. kK KOR OK KK HK KK OK KK X Feb. * KK KKK KK K KH KK OK Meh. 20.1 20.5 20.8 21.2 22.0 24.9 22.2 22.0 22.3 22.0 21.8 21.6 21.5 21.4 Apr. 16.7 16.6 16.5 16.3 16.1 16.1 16.5 iy ge 17.2 17.3 17.3 17.2 1 fs 18.7 19.5 19.6 19.5 20.2 21.4 21.4 21.9 22.4 22.2 22.0 21. 2 20.7 20.2 21.1 Apr. 17.4 AT AL 16.9 16.7 16.7 16.7 16.5 16.4 16.2 16.0 15.8 15.6 15.5 15.3 May 22.3 22.7 22.6 22.3 21.9 21.4 21.1 20.8 20.2 20.4 20.1 19.9 19.8 19.6 19.4 19.3 18.9 18.6 18.2 17.9 1250 17.4 brew t 16.8 16.5 16.5 16.8 16.8 16.7 16.7 16.6 June 16.5 16.3 16.2 17.0 17.5 17.6 17.3 legit 18.1 18.9 18.8 18.7 18.7 18.4 18.1 17.8 17.6 17.3 o77 16.9 16.7 16.5 16.5 16.5 | 16.5 17.0 A be ys Wag 17.6 ae (er 1910. May ay 18.0 20.4 21.0 20.7 20.2 19.5 19.3 19.4 18.9 18.6 18.4 18.2 17.9 *River frozen; no reading made, July Aug. 16.9 16.5 16.3 LS.g AB 15.7 15.9 16.1 15.9 15.8 15.8 15.7 15.5 15.3 15.3 15.4 15.4 15.3 15.0 14.8 14.7 14.6 14.5 14.4 14.3 14.1 14.0 13.9 13.8 13.8 13.7 13.6 13.5 13.5 13.5 13.5 13.4 13.3 13.3 13.2 13.2 13.1 13.1 13.1 14.3 15.4 1Get 16.2 16.0 15.7 15.5 1.1 14.8 14.6 14.4 14.3 14.2 14.1 14.0 14.0 13.9 13.8 July Aug. 13.8 13.7 13.5 13.3 13.1 13.1 11.9 12.9 12.8 12.8 12.7 12.7 12.6 12.6 12.3 12.2 12.2 12.2 12.1 12.0 12.9 a9 12.0 r.9 a1.9 11.9 19 11.8 Sep. Love 13. ‘4 13.4 13.3 Sep. 12.2 12.2 12.2 12.3 12.3 13.0 13.0 13.1 13.5 13.0 12.8 13.0 12.8 Oct. 13.1 13.1 13.0 12.9 12.9 12.9 12.9 12.8 12.8 13.0 13.0 13.0 12.9 12.7 12.7 12.6 12.6 12.6 12.5 12.6 12. 8 12.9 13.0 13.3 15.5 13.8 13.8 13.7 13.7 13.6 Nov. 13.5 13.6 13.6 13.6 13.6 13.6 13.5 13.7 13.8 14.4 14.4 14.6 14.5 14.5 14.6 14.6 15.0 15.8 16.1 16.2 16.3 16.1 17.0 IS 18.9 18.8 BB Pry 18.4 18 17.9 Nov. 12.4 12.4 12.5 12.5 12.5 12.4 12.3 12.3 12.4 12.5 12.5 12.5 12.5 12.4 kk OK RK KK KK RK KE KK K HS 2734 2735 083 RIVER STAGES AT LA SALLE, ILLINOIS, AT SEVEN O’CLOCK A. M., AS SHOWN BY THE RECORDS IN THE UNITED STATES WEATHER BUREAU OFFICE. 1910. Jan. Feb. a a ris) fod © ee We nae Se we we rk a Ser ee Jan. Feb. OMONDAhWDWEH * * * * *F K KF K K KOK K jak Or Or Lf * 19.4 18 Pere LO aH, ie Hs 20 eg EPs 21 19.3 22 ao 18.9 23 oo 8.5 24 oe lS. 25 toel 26 a EY 27 alt, t 28 ee (0 29 18.6 Meh. 14.5 Apr. May 15.8 15.7 i Wy EY § 17.5 17.4 17.4 uhrge 16.9 16.7 17.0 17.0 17.4 17.8 18.2 18.4 18.2 18.2 18.2 18.4 June 15.8 15.5 15.4 15.3 15.1 14.9 14.7 14.3 14.3 14.2 14.0 13.8 13.7 13.8 13.7 13.8 OL 13.2 *River frozen; no reading made. July Aug. 12.6 12.6 12.6 12.9 13.1 13.2 13.2 12.8 12.8 129 12.8 12.6 12.4 12.4 12.4 12.4 12.3 11.8 12.4 12.4 12.1 1231 12.1 12.1 12.1 12.1 12.5 12.4 12.3 12.3 12.2 12.3 12.3 July Aug. 13.0 12.9 12.9 12.9 12.8 12.7 12.8 12.9 12.9 19 13.0 12.8 NPY ¢ 12.8 12.7 127 12.7 12.7 12.5 12.4 12.4 12.4 12.4 12.6 12.4 Oct. 17.3 17.6 18.3 18.9 19.2 19.0 18.5 18.3 18.2 18.0 17.8 17.6 “17.5 17.3 17.2 17.4 iNeed tA tee 17.5 17.3 17.5 18.0 18.0 gra L733 17.4 Nov. 17.0 16.9 16.8 16.6 16.5 16.4 16.6 16.6 16.5 16.5 16.5 17.4 18.6 19.0 18.8 18.8 18.6 19.3 20.5 20.5 20.5 20.2 20.0 19.6 19.6 19.4 Lot 19.0 19.0 2736 2737 2738 084 RIVER STAGES AT LA SALLE, ILLINOIS, AT SEVEN O’CLOCK A. M., AS SHOWN BY THE RECORDS IN THE UNITED STATES WEATHER BUREAU OFFICE. 30 31 © CO FD Ot He GD DO ft Jan. 18.4 17.9 Jan. RR A SR OR UR. PES To ae ele Rk TK) OR Sk ok OH Oe ce Re SRY UE eR) SR Pe ag Feb. Feb. * F K K K KR KK KK KK KK KK KK KK KK KOK KK OK K KR Meh. 14.5 14.4 5 =) * FR KK KF KK K KK K KK K H F 24.3 Apr. 15.7 May 14.3 14.3 17.7 a911: June 13.0 1912. June 17.6 17.5 17.2 Leal 16.9 16.8 16.5 16.2 16.0 15.8 15.7 15.5 15.2 15.2 15.6 15.9 15.9 15.8 15.8 15.8 15.7 15.5 15.3 15.1 14.9 14.7 14.5 14.3 14.2 14.2 *River frozen; no reading made. July Aug. 12.4 12.4 12.4 12.4 July Aug. 14.5 14.8 14.4 14.9 14.2 14.5 14.1 14.5 14.0 14.4 13.9'- 14.3 13.3: 14,2 13.7 14.2 14.0 14.2 14.0 14.3 14.0 14.3 14.0 14.2 14.1 14.3 14.1 14.3 14.0 14.2 13.8 14.2 14.0 14.5 14.3 14.4 14.2 14.5 14.1 15.6 14.3 15.4 14.3 15.8 14.4 16.3 1430 0500.0 14.5 16.1 14.5 15.7 14.5 15.3 14.5 15.1 nC: Sy gies ee!) 14.6 14.7 14.6 14.6 Sep. 17.2 Sep. 14.5 14.4 14.3 14.3 14.3 14.2 14.1 14.0 13.9 13.7 13.7 13.5 13.7 13.6 13.5 13.4 13.6 13.6 13.5 13.5 13.5 13.4 13.3 13.3 Oct. 0 17.0 Oct. 13.3 13.4 13.5 13.5 13.4 13.3 13.3 13.4 13.5 13.9 14.3 14.3 14.4 14.6 14.6 14.6 14.4 14.3 14.6 14.8 14.8 14.8 14.7 14.7 14.7 14.5 Nov. 18.9 Nov. 14.7 14.9 14.9 15.0 15.0 15.1 15.5 16.0 16.4 16.5 16.5 16.4 16.3 16.5 16.6 16.6 16.7 16.5 16.5 16.3 16.3 16.1 Dee. 20.5 21.2 Dee. 585 2739 Joun McAnprews, a witness called for the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is John McAndrews. I reside at Bradley, Illinois. My business is drainage. I have been engaged in that business for twenty years. During that time I have operated in the Kankakee Valley in Indiana. The 2740 name of the ditching firm with which I have been con- nected is McAndrews & Bradley. We have been engaged in these operations. I have been engaged in Laporte County, Laporte. The county next to Laporte is Knox. Those counties are on the Kankakee River. I commenced 2741 operations there about fourteen years ago. The Kanka- kee River was kind of a low valley, not really a ditch. It was just kind of a dredge in places, filled up with a great deal of filth and rushes and bars; not a very good water course. It did not flow very good unless the water was high. If there was high water it run pretty well. There were obstructions in the Kankakee River. They consisted of sand bars, rushes and willows, sunken logs; princip- ally bars, sand bars. The size and character of those sand bars, I would say, was from three and a half to four feet in places. This is the same Kankakee River that con- nects with the Desplaines River and forms part of the Illinois. It was about sixty-five miles above Kankakee, 2642 where the river I speak of was in this obstructed con- dition. It was about twenty or twenty-five miles from Laporte, southwest. The river in high water would be probably 300 or 400 feet wide in places; in low water would be about 150 feet, probably. The character of the land lying on each side of the river at that time was not very good. It was marshy and wet and filled with rushes. It extended a good ways back. That extended pretty 086 near up to Hanna. Hanna is about fifteen miles from Laporte; a little southwest of Laporte; that would be on the right hand side as you go down steam, or on the north. On the left hand side it was more hilly and val- leys in between those hills and where those valleys or ravines run back, they would run back probably six or ten miles; low swampy ground. But the whole Kanka- kee Valley was pretty much of a swamp; must be 500,000 acres or more of swampy condition extending over the entire valley of the Kankakee. There was not much of anything growing in those swamps only rushes and pond lilies and things of that kind. There was very little timber in those swamps; along the edge of the Kankakee there was some timber. In this entire 500,000 acres there was a little farming on the high places, on the knolls. In 2744 the swamps themselves there was no farming. That extended up and down stream for about 100 miles. In those swamps at that time there was water. That water would be very deep. It would be so deep you would get 2745 wet with waders on, high rubbers. Well, about two feet and a half deep. That condition extended over probably 000,000 acres of that country. Water would stand upon this land. There was not much chance for the water to get away before the ditches were made. I started in to perform changing operations with reference to the Kan- kakee River. ‘Well, we started out near that little Kan- kakee, at the upper end of the Kankakee River, and we carried that down to the B. & O. Rairoad track. We put a ditch in about eight feet deep and fifty feet wide; dug 2746 it out with a steam dredge. That ditch was six and a half miles long. Below there a firm by the name of Pollard & Goff got it from below there. They carried the Kankakee on down I think about ten miles and a half. Their ditch was about sixty feet on top; about eight or ten feet deep. Then the Pontiac Syndicate, they formed 087 a drainage district and carried it on down about seven- teen miles from there. Their ditch was from seventy-five to 100 feet wide; ten or twelve feet deep; seventeen miles long. I think the Pollard ditch was about ten and a half miles; probably a little bit more than that. We stopped at the state line. I think that brings it somewhere about 2747 sixty miles to Momence. There was not anything done from Kankakee to Momence any more than to take out the rock at Momence. I think somewhere about 60,000 yards was taken out. That was at the place known as the ledge of rocks. There was a ledge of rock running right across the channel. In fact runs across the two channels. There is a double channel at Momence, one on the south side and the other running around on the north side. The north side one is the one they took the rock out of and the south side one is in its natural condition yet. The ledge of rocks came above the water. The south side channel would take more water in low water—the north side channel would take more water in low water than 2748 the south side would but in high water the water seemed to go around the south channel more. I think the ledge of rocks extended about eighteen inches to two feet. above the surface of the water before the change was made. After the change was made it done a great deal better but not enough out of it yet. I commenced my first section on the Kankakee about ten years ago. I know where English Lake is located. Well, English Lake was a bit of water with about twenty-five to thirty acres in it. It run from six inches to six feet. English Lake at that time had a communication with the Kankakee River. 2749 The Kankakee River run right through the edge of English Lake. The condition of the stream before I com- menced work on it was not very good. The lake wound off to the south and throwed up a bar across the Kanka- kee here and there and there was a little neck that run 088 out where the overflow went; probably fifty feet wide; that carried the water from the Kankakee River and also from English Lake. There was no other outlet except this little outlet unless it was in high water. In high water the water went over this little neck altogether. [English Lake did not drain any of this country. There were trib- utaries coming into Hnglish Lake at that time. They 2750 came from the northeast. I know where the Yellow River was. The Yellow River is a river about forty or fifty feet wide and carries a great deal of water, and the length of it I don’t know just how long it is. It comes from the south. I think it is about thirty-five miles long. Work was done on the Yellow River. J am familiar with the work that was done there. The Yellow River was improved for about ten miles and a half, up its channel, southeast. It came into the Kankakee about three miles above English Lake. The work that was done on the Yellow River, I think the bottom was forty feet by ten 2751 to sixteen feet on top. The Yellow River was always a pretty good stream because it had washed out; it had made itself, I suppose, from the looks of it, and in case of high water it carried a good bit of water. The bottom of it was a little bit higher than the bottom of the Kan- kakee and it poured an awful lot of water into the Kan- kakee. These ten miles and a half I have spoken of began at the Ikankakee River and extended to the Yellow River. We built a boat in English Lake, a dredge boat, and we dug a mile and a half up through English Lake to the boundary line of our work. This work was all laid from where Pollard & Goff quit; ten and a half miles below the B. & O. Road. They got a portion of the Kankakee River the same time we did. I dug upstream and through Eng- hsh Lake a mile and a half and then I turned the boat 2702 around in English Lake and came on down through the Kankakee River. I dug down then six miles and a half; 089 all of it was in the Kankakee River. I dug right through English Lake 106 feet wide and about twelve feet deep. That connected with the Kankakee River. After those improvements and the excavations were made in the Kan- kakee River the Mockler ditch was made and the Place 2753 ditch. I know the location of a ditch known as the Box ditch. That comes from the south. The Mockler and Place ditches come from the north, the northeast. Well, for about 16,000 acres on the north side, I think there is a ditch on every section; over thirty miles of ditch in them 16,000 acres. I have told about the improvements on the main stream down to the Illinois line. Since that 2754 time ditches have been constructed on both sides of this main improvement. There is one ditch coming from the north that connects pretty near direct with the Yellow River. They both enter the Kankakee along on one side of the Kankakee. The Yellow River on the south side and about ten miles and a half, the ditch enters on the south side, both going into the Kankakee about the same place but one on each side of the ditch. There are ditches down to the Illinois line on either side. A great many ditches, tributaries. From these ditches that extend off north and south there are laterals. There are lateral 2755 drains extending into these ditches. Before I com- menced work there was no tile used in that 500,000 acres of land. I can’t say how extensively tile has been used since but a great deal of tile has been put in. These ditches all go to the Kankakee and take water there. The Mock- ler ditch has a base of forty feet on the bottom and is about ten feet deep. The Yellow River must be about sixty feet wide on top. The ditch put through English Lake was 106 feet. The Box ditch is about thirty feet 2756 on top. The Place ditch is, I think, about the same size as the Mockler, about forty feet. The main ditches run from about twenty-five to thirty feet; forty feet bottom. 090 Before the time I commenced operations the rainfall that fell on that 500,000 acres just absorbed and soaked away. Now, it runs down to the Kankakee. This 500,000 acres now is good farming land, pretty much along the entire 2757 length of which I spoke annual crops are now being raised there. They are selling that land now, I under- stand, for $125 an acre. On that 500,000 acres, where there was a swampy condition; there is no water stand- ing in that condition now. J have known the Kankakee River 16 years. Since the completion of this improve- ment I think the water is a little higher than it used to be in the Kankakee River at Kankakee. In times of or- dinary water I would say it was from four to five feet higher near the bridge at Kankakee. I am acquainted 2758 with the Vermillion country, the Vermillion River. I did drainage operations above the Vermillion River in Ford County, Illinois. JI knew the Vermillion before I commenced operations there. That is, the Big Vermil- lion. It is the same Big Vermillion that empties into the Illinois River just above La Salle. That river was something like the Kankakee before I commenced opera- tions. A little sluggish and not very deep; middling wide. There was some obstructions in it, but not as bad as the Kankakee. I didn’t do much work on the Ver- million. JI did my work above the Vermillion. I com- 2759 menced my work above the Vermillion in ’86. Well, that would be 26 years ago. We started very close to the Kankakee line in Ford County, a distance of about seven miles and a half, and we brought a ditch down to the Vermillion; a pretty good sized ditch, I think, if I remember right, about thirty feet top and fourteen foot bottom. The depth of that ditch was from seven and a half to eight feet. It passed through a pretty good coun- try, but swampy and marsh. I presume there were 200,000 acres of swamps there before I commenced op- O91 erations. I made a ditch seven miles and a half long there, the main ditch. There were lateral ditches made in each direction. There was one started up pretty near 2760 at the head of the main ditch, only about five miles south, and run down and connected with the main ditch about a mile and a half above the Vermillion; and then there was. another ditch started lower down and also connected with the main ditch that went into the Ver- million River; and then there were four ditches on the south side that came from the southwest of Piper City and also went into the Vermillion and that went down the Vermillion about a quarter of a mile to get to those ditches below and into Livingston County, and we stopped there. At the time I commenced operations in the Vermillion country there was no improvement at all, or tile used in that 200,000 acres of land. After the improvement was completed the country was used for farming. It is today all farm land; the best farm lands. 2761 Seven years ago there was a channel put from the head of the Vermillion River to the railroad—I think the Illi- nois Central—a distance probably of seven miles and a half, maybe more. I wouldn’t be sure about the dis- . tance. That channel was seven and a half miles long and I think something over 100 feet top. It was about 8 to 10 feet deep. Before these operations were per- formed that transformed this country from swamp to farm lands, the rain that fell on that country just laid there. Since, the ditches and the tile take it away. They convey it practically to the Vermillion River and the Vermillion River emonties into the Illinois River. I have 2768 done drainage operations on the Iroquois. I dug a ditch in Iroquois. I think it was about ten miles and a half long; I think somewhere about 15 or 16 years ago. The country was a little swampy, of course; not as bad as the others. I think there was somewhere about 10,000 592 2763 acres in the district. We dug this ditch and run it into the Iroquois River. The Iroquois River empties into the Illinois River. There was other work done in the same vicinity by others. I think about 200 to 250,000 acres of land was drained by others than myself. Below 2764 the point where I left off with my drainage operations the swamps ceased on the Kankakee. Below where the work ceased on the Ikankakee was a flat country. On the Vermillion below there was a pretty good fall. I have been engaged in other drainage work on the water shed of the Illinois. I done some work in Livingston County on a ditch known as the Oliver ditch. That coun- 2765 try was more of lakes and ponds, swampy. ‘There were 2766 big bodies of water, probably five to seven acres in them, and then there would be a neck running from one to the other; a little channel running down and they would run away, soak away. Those lakes extended over probably five miles. We dredged there at the upper end and came down through those lakes, a distance of about 12 or 124 miles. We connected that ditch with the river. 1 forget the name of the river it went into. It went into a little river or creek down below Chatsworth. It finally goes to the Illinois. I think there were about 12,000 acres in those operations. J think the ditch was six foot 2767 bottom and about seven and one-half feet deep. I con- structed that ditch about 12 years ago. After that ditch was constructed there was an increase in the use of tile. Today it is pretty good land. It is used for farming. Before that time it had not been very much use for farm- ing—pasture principally. Cross-Hxamination by Mr. O’Conor. The last work I testified to was located down near Chatsworth. Chatsworth is about forty miles from La 2768 Salle. I think it would be a little southwest. All the 593 work that I did in constructing what is known as the Oliver ditch was completed about 12 years ago. I know pretty near where Henry is. I know that is a dam at Henry. I don’t know whether Chatsworth is further 2769 down the river than Henry. La Salle might be more than 25 miles from Henry; I don’t know. No, sir, l don’t know where Lake Senatchwine is. I am not very well acquainted on the Illinois. That work I did on the Iroquois was all completed 15 or 16 years ago. The water that came into the Iroquois on account of any drainage I put there some 15 or 16 years ago was com- 2770 ing into the [linois prior to the year 1903. We did not change the natural flow of the water around Chats- worth. We followed the water. We did the same thing up in Iroquois. The first work I did along the Vermil- lion was in the year 1886. In that year put in a drainage system to drain some 200,000 acres of land. I never was along on the Vermillion running from a point somewhat east of the [linois Central right of way at La Salle, ex- tending as far as Streator, Illinois, subsequent to the 2771 year 1886, except on the train, as I went through on the train. You can see some from the train. I have been on the Vermillion River, from the Illinois Central to the head of the Vermillion, along the ditch. The land 1 drained in the year 1886 was in the natural water shed of the Vermillion. I don’t know much about the Ver- million River anywhere in or about La Salle, subsequent to the year 1886. J walked over that work with a view of taking it. That part of the river I am pretty well 2772 acquainted with. It was nine or ten years ago that I started that work on the Kankakee. I know a man by the name of Tuesberg.. I have known him for 14 years. He did some of the work I mentioned down in the Kan- kakee. I have not testified to any work done any place that did not come under my own personal observation. J 094 done the most of the work on the Kankakee myself. I 2773 have been along the Vermillion in the past ten years; about seven years ago. ‘The boat was there to work there on the Vermillion River. I was there afterwards. 2774 I am acquainted with the condition of the Kankakee River at Momence during the summer time. I think it is higher now than it was during the ’90’s. I have actually observed it. I think it is higher now in the summer time. I think it is probably from three and a half feet to four feet higher. There is no doubt about it in my mind 2779 that it is higher. I think we did put water into the Kankakee River where the natural water shed was not in that direction. Well, we done it this side of Knglish Lake where the oil pipe crosses the Kankakee. I pre- 2776 sume it was the natural water shed. They have brought no water to the Kankakee where the level of the ground or the incline of the ground was not in that direction. There is a difference today in all that land down there as to the level of the water; J think about four and a 2777 half feet. Most of the sub-soil is sand and gravel. A heavy rain would affect the tile drains and ditches. If the ground absorbs the rainfall, it would naturally go to the tile and from the tile to the ditch. It takes a 2778 pretty good rainfall to put the water on the surface of the ground. It would take a pretty good rainfall to get those ditches in working order. There don’t a great 2779 deal of water stay in the ditches. When English Lake was drained the water ran off a good deal of it. I know the condition of the Kankakee River at Momence during the summer time. I was there last summer. I think I saw it; about July or August I was there. The Kankakee River during those months was about 150 feet wide, I would think. 2781 Mr. Curperrienp: There are a couple of questions, Mr. O’Conor, that I overlooked. I didn’t have a chance 095 to go over it with Mr. McAndrews. We both just got in town. I will ask them now, if it is agreeable. The Courr: Yes. Direct Examination (continued) by Mr. Chiperfield. Before I commenced work on the Kankakee River there were bends in the river. The biggest bend was located below English Lake, right where the oil pipe crosses the Kankakee. That is what they call the Ox Bow Bend. 2782 It was three and a half miles around that bend. It was about half a mile or less across. In the Kankakee River, where I ceased my work, or thereabouts, there has been a difference in the water stage of the Kankakee River of about three and a half to four feet. Close to the end there, at the county line, the proposition was that the Kankakee would be carried to Momence, and the syndi- cate—Mr. Tuesberg and the rest of them—advised me to leave the boat there with the prospect of continuing the work. I took the machine off the boat and bored a hole in her and sunk her; let her sink, filled her with water, for the purpose of preserving the lumber from the sun and rain and so on. And of course I would go there once in a while to see how that boat was, with a view of raising her, taking her out and putting her some- 2783 where else, but the water has been so high that I would have to build a place at the side, put a dam around her and pump the water out to get her up, and I have been waiting for the water to go down and it hasn’t gone down so I could get at her. That is the reason I know the water is higher than before we straightened the Kankakee. Cross-Exammation (continued) by Mr. O’Conor. I think I noticed the water at Momence in the Kanka- kee in 1910. I have not noticed the water at Wilmington. 096 2784 Yes, all of this water passes by Wilmington. The Kan- kakee comes into the Illinois River, I can’t just recall the name of that town now. I practically know where Mor- ris is. I have been in it, but I didn’t pay much attention to it. I don’t know exactly where the Kankakee comes into the Illinois. I have been through there, but I never took any particular notice of it. I know where Devine, Illinois, is located. JI couldn’t say whether Devine is 2785 east or west of the point where the Kankakee comes into the [lhnois. I came to Ottawa yesterday; have been here ever since. I am not getting anything by way of compensation. I never asked the company for a cent. It is not understood that I will be paid anything by the Sanitary District in here. I came here on notice from Mr. Beebe. Mr. CuriperFIeELD: Now, if your Honor please, I want to introduce in evidence a certified copy of a map of the State of Wisconsin, showing the water shed of the 2786 Fox and Desplaines River, and I want to ask leave to withdraw the original upon filing a compared copy. The Court: I grant that. Mr. CHIPERFIELD: JI want to ask leave to introduce and I offer in evidence a map of the State of Indiana, showing the water shed of the Kankakee River, a certi- fied copy, and I desire to ask leave to withdraw the orig- inal upon the filing of a compared and precise copy. The Court: I grant that. Mr. CurpeerFietp: I also want to ask leave to intro- duce a map of the State of Illinois showing the water shed of the Illinois River and its tributaries within the State of Illinois and desire to have leave to withdraw the original, so certified, upon the filing of a compared and precise copy. The Court: I grant that. > ty ’ € € i- v 2 ; ‘= na | > ‘ i - 7 soi . ne » - ‘ Pia i a - . | ‘ ‘ . \ . i] ‘ . » . * \ . . > ¢ ~~ ‘ 598 2787 Whereupon precise copies of said maps were substi- tuted and marked Exhibits 22, 23 and 24. VEPMITIMESS OF Pik INTE io GEN TICAL DASE OFPECE Hos SOW. LAMORE UN COMMISSIONIN SPATE MALP..-74 or aw or WIS CONS Vetrtited brome: fhe ety al Me orth of Une Carmarre! Land Otfiew end athe wourres sunider the direction of HARICY KING, CK, Chetof Drefind Drrena La TOG, Henle PE Miles tab yet i N % fa “Se A eaatibe ‘Ku s uA RAY bh fete. gris Ries seed ree sisere : Hoboed | + spe £ Steen MAR QUE TTE “GREE N. LEGEND. @ Shand Uiiers Melt Mis Csapheled ET cca Fire FS Heal Hoey Vreguased I ie GS — aS SEP eer somes © Light Houses r Petille° r a ) " : Te ees : ih lee + “Ess hile Susiny Stations > ir : ae on an Aone © County Seats : ; Ned homo tod poses | “if a c 5e eS oe a ec os he ne a cage om EBAGOP iter Se WARHING TONS a 5 See » ine pr iwiy? eae Ler é ‘ b ft i } : ’ ; I i ot | eat i | ‘ ; EB) eee Tat ee | RD A es 3 : | pe i ; eet 2 | ae | | & | | ) th te pee > i: So ; , i iH @: Se DEPANTMENT OF THE INTRELOE GENERAL LAND OFFICE WY A. JI. SPARKS, COMMISSIONER £ STATE0rFIN DIANA Seated inch - 12 Miles. ” - ~ 1886, Compiled from the afficial Records of the General Land Office aad other sources by Chief of Deaughtng Der GLO ' ’ ! {i | | , GEO U MAYO. ; | 4 en ee nme oe Aer . ‘5 “1 , pyy ‘4 : : ‘ . i] " y lg : y . ‘ay We ay, f : ew. ¢ ay , Ts j Ny -™, we : : | ei artes } ‘ Ee as DEPARTMENT OF THE INTERTOK rae ik GENERAL LAND OFFICE Pie) _ J. SPARKS. COMMISSIONEN x ha. ; ‘ ay bay he ; 7 pilbat i , ’ : . =i: Cory Of PEAS TINOS oe : A 4 a - » . Seale Vb Miles to b inek se 7 - - ; h ; 4 : = a Shige cone Bie a BBS i it r ‘oe ; ; a he on ; the lfc) Mevacd of ther Gnrwral Loved Oftire and wther saree mee AE, eee . if ul hy : - Leen eae Yi. apie Scent 2 ™ ; x aN ' > ae Rye | Pp or STIRIM, Dmefentfrevimboomen bite * . L 4 Paring Ave a antl 5 4 or. ae ' « : AD \ “iy wae ee Habe hep se 3. ae Panetta EY 2) + ley fed "Walsh et Q MM iif DOORS | Wea y ae rw a ’ Pm 4 3 Mf wire 63 ae yg B pececel aan a7 + »@e ad i “ir mt are - 600 2788-2789 Certificates accompanying said maps, being certi- fied by the Department of the Interior of the United States. 7 2792 Exureir 25. im it D MILWAUKEE + he , oe ! ) Os Di ; , Nal SF NS CNA eal —+ 1 im i PP RTP OeLAvan e ae t KENOSHA th BELVIDERE J oo ne) | s € Fonest <—+ a a ~ ¥ i wy eeeminan ; a Ens Ae las \ ih MT. CARROLL . ify y | \ reegepe \ he re t teh Tis ee Y|@e-comnoron a gpa ® i ——_ URBANA a ee SANITARY DISTRICT OF GHICAGG: MAP OF ) ILLINOIS RIVER WATEKSHED. | SCALE. FOUR MILES TO ONE INCH. 6 i el ae eee — a. res all i (ce bee) ad ca : sh : i CHICAGO, NOV. 1903. PD a "A ALY i 4 i: o flu ‘ ' % Ceroner 1910 Tw SUPPLEMENTARY DATA APPEARING ON THIS MAP HAVE BEEN SECURED UNGER THE DIRECTION OF EMNEILBRON, OVMON ENGINEER, Tit GED DISKS INDICATE PRECIPITATION STATIONS OF THE US Weatner Bureau, 601 2794 Frank J. Traut, a witness for the defendant, being sworn, testifies as follows: Direct Exammation by Mr. Chiperfield. My name is Frank J. Traut. I reside at Beardstown, 2795 Illinois. I am an engineer and contractor. I have re- sided in Beardstown 18 years. I know the Llinois River from the Henry dam down to the mouth of the stream. I am familiar with the river from Hennepin down. I am acquainted with the drainage districts that have been constructed in that river. I have constructed some of those districts. I have been connected with the construc- tion of drainage districts in the valley of the Illinois for 18 years. The drainage districts that have been constructed in the valley of the Illinois, and the areas of the same which are known to me starting at Hennepin, are as follows: 2796 Hennepin District, on the east side of the river, 3,000 acres. Hast Peoria District, 800 acres. Iamarsh Dis- trict, near Pekin, on the west side of the river, 2,500 acres. Spring Lake District, on the east side of the river, 14,000 acres. Lacey District, opposite Havanna, 2797 about 5,500. acres. Otter Creek District, on the west side of the river, 3,000 acres. Coal Creek District, oppo- site Beardstown, on the west side of the river, 7,000 acres. Crane Creek District, on the west side of the river, just below Coal Creek District, 5,500 acres. Merido- sia Lake District, on the east side of the river, 5,000 acres. McGee Creek District, opposite Meridosia, on the west side of. the river, 12,000 acres. Big Swan District, on the east side of the river, opposite Florence, 14,000 acres. Hill View District, on the east side of the river, 13,000 acres. The Roberts District, Kaiser District and Hart- well District, which have, combined, contained 12,000 Lo 602 798 acres. The Keetch District, sometimes called the Fair- banks District, 10,000 acres. The li!dred District, 10,000 acres. The Nutwood District, 11,000 acres. There are a number of proposed districts, some of them under way and some which have not yet been com- pleted. The aggregate acreage of these districts is about 150,000 acres. The levees constructed by these districts on the river- side average from 12 to 20 feet in height above the ground on which they were built. The first district was constructed in 1890, a small district. Most of them have 2799 been constructed in the last 10 or 12 years. From the map Exhibit 25, I have located La Salle. (And the wit- ness then proceeded to point out on the map the location 2800 of the various drainage districts deseribed by him.) 2801 2802 I was connected as engineer or contractor with nine or ten of these districts. In Hennépin District the length of the levee along the river is about 4 miles; Hast Peoria, 14 miles; Lamarsh, 4 miles; Spring Lake, 16 miles; Lacey, 4 miles; Otter Creek, 14 miles; Coal Creek, 8 miles; Crane Creek, 2 miles; Meridosia, 7 miles; McGee, 9 miles; Big Swan, 10 miles; Hillview, 8 miles; Hartwell, 10 miles; Fairbanks, 8 miles; Eldred, 10 miles; Nutwood, 10 miles. Some of these districts are pretty close to the river and some of them are less than 100 feet from the edge of the river bank, extending back to 400 feet. The Hennepin District will average 100 feet from the river. Hast Peoria is less than that. Lamarsh from 90 to 100 feet from the river. Spring Lake was 100 feet at one place to about 600 feet. Lacey is 100 feet from the river bank. Otter Creek half a mile from the river bank. Coal Creek 100 feet from the bank. Crane Creek 100 feet. Meridosia is 250 feet from the bank of Meri- dosia Lake. MeGee 100 to 300 feet from the bank of the 603 river. Big Swan from 200 to 400 feet from the bank. Hill View from 200 to 400 feet from the bank. Hartwell 2803 from 100 to 300 feet from the bank. Fairbanks from 100 to 300 feet from the bank. Eldred from 200 to 400 feet from the bank. Notwood from 200 to 400 feet from the bank. Before the levees were constructed the Illinois River in times of high water covered practically all of the lands | enclosed by the levee districts. In the instance of the Meridosia Lake and the McGee Creek levee, they are opposite each other for a distance of about four miles. I have personally been in each of these levee districts many times and the information which I am giving the jury is based upon personal observation. In the vicinity of Peoria before these levee districts were constructed, in times of extreme high water the 2804 river would be four miles in width; at Havanna about 4 miles; Beardstown 4 to 6 miles; Meridosia 5 to 6 miles; Kampsville 4 miles. I cannot state how wide it is at the mouth of the river, but it gets very wide. I have ob- 2805 served the Mississippi’River in times of high water. In the Mississippi River during high water during 1903, we had dead water back in the Illinois up to one mile below Beardstown, 88 miles from the mouth of the river. Cross-Examination by Mr. O’Conor. Never have been in the employ of the defendant. Not 9806 in their employ except in the sense I have been called to testify in this case. 29807 I mean to give the exact acreage in these various dis- tricts from my personal knowledge acquired from the reports of the engineers in making their reports for the commissioners, which were filed in the County Court giv- ing the acreage as to the acreage in the 40 tracts. My testimony as to areas is based upon something that some- 604 body else did. J never measured up the acreage in the district. I would know it just as well as anyone else knows it. ‘he commissioners of the district never meas- ure it up, but they take the engineer’s measurements and figure up the assessments. I can judge somewhere near 2808 the acreage in the district by looking at it and going through it. 2809 All the levees I refer to are farther down the river than the dam at Henry, except the Hennepin. 2810 CHarutes H. Tunsperc, a witness for the defendant, be- ing sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Charles H. Tuesberg, I live at LaCrosse, LaPorte County, Indiana. My business is managing lands. I have been so engaged for 12 years. I am ac- quainted with the larger portion of the Kankakee River in Indiana and the lands adjacent thereto. Before the reclamation was commenced I was acquainted with the entire valley. I first went through it some 15 or 16 years 2811 ago; it was a swampy country. There was no artificial drainage except a little in Lake County. The valley of the Kankakee extends from near South Bend in Indiana to the state line, about 80 or 90 miles straightened. The valley embraces in the neighborhood of a million acres; with the exception of sand ridges the probability is three-fourths of the valley was low, wet swampy land. The valley, a large portion of it at least, has only about a foot of fall to the mile. So it lays very level in there and was in a very swampy condition on account of having no drainage. 2812 Before the reclamation operations were commenced, the swamps consisted of level pieces of land covered by 605 marsh hay, cat tails and rice straw. In the spring of the year there would be water in the marsh. The marsh east of LaCrosse would be two or three or four miles in width and probably from six inches to two feet in depth. Before there was artificial drainage the water accruing from rainfall in that section of the country remained largely on the land in the low places until it was absorbed by atmospheric conditions. After the June freshets, when the warm weather came and the weather was drier, the water would be absorbed, both sink away into the ground and being taken up into the atmosphere. The river is very crooked and very sluggish. In its natural state it has about 4$ to 5 inches of fall to the 2813 mile. It is very crooked. By reference to Exhibit 25, it appears that the upper ond of the valley, the City of South Bend on the St. Joe River, is located at the head of the valley. The valley is, perhaps, between South Bend and the head waters of the Kankakee, is only two or three miles on the divide. It is a marshy country, all of this territory. Very much of that was covered with muck land. It extends from South Bend or near South Bend to a point near the town of Momence, about seven miles in Illinois from the state line. The heavy mark on the map indicates the Kankakee River proper. I am familiar with the tributaries of the Kankakee 2814 River in Indiana, the largest of which is the Yellow 2815 River. Some portions of the valley are wider than oth- ers. It probably extended ten or eleven miles and some places a little wider than that before the reclamation was commenced. I knew English Lake before reclamation proceedings were commenced. It was a low flat marsh, the water re- mained on usually from six inches to a foot in. depth. 606 Some seasons it would dry up but mostly water was there. It covered six to eight square miles. A number 2816 of small creeks and sloughs flow into it. English Lake is connected with the Ullnois River through the natural channel of the Kankakee. The Kankakee River in the state of nature at its upper end was known as the Kankakee swamps. This terri- tory had a large number of muck lands composed of veg- etation that during the centuries had grown and filled up the smaller lakes. Some of these lakes were ten to thirty feet in depth. They generally filled with what is known as muck which made it dangerous for animals to cross. 2817 In that territory there was a large number of those parts that had been formerly lakes, that is one of the reasons it held the water as it did, there wasn’t enough natural drains. With reference to these the river lies in the lowest por- tion of course, and formed the only drainage there was for these bogs and swamps and other low places. The river only averaged a fall of a foot to the mile. In crossing and cutting from the Baltimore & Ohio run- ning down 22 miles and a quarter on a survey we cut across the river 70 times, so you can see how crooked the 2818 stream was. The upper portion was probably 20 to 30 feet in width and from three to four feet in depth and as you come down it gets wider. There are a great many bends in the river. Some of them were very abrupt and in traveling in a skiff you would go back almost to the point of starting in going, for instance, a distance of a quarter of a mile you would have to go around islands. 2819 Down towards the Momence line the river was prob- ably 70 or 80 feet in width and shallow. About 1901 reclamation proceedings commenced. The valley on the north side of the river from South Bend 607 to Momence is a strip of clean prairie with very little timber. On the south side itis very different. The terri- tory is interspersed with sand dunes, serub oak, timber, sloughs and swales, and is very much more difficult to drain, and the river is so sluggish that the land was never cultivated. The land which I have just described was embraced within the description of the swamps which I gave a short time ago. 2820 In improving the river the river proper was com- menced at the Baltimore & Ohio Railroad. That is the eastern portion of LaPorte County, about the center. It is directly west of Walkertown. The work was executed by a powerful dredge. The bottom of the ditch was started 40 feet in width, the top 56 feet, with an average of 8 feet in depth. That was known as the Place Ditch. It ran down nearly ten miles. It cut through the bends 2821 at the most advantageous points. In connection with the Plate Ditch, there were 18 miles of laterals between Walkertown and the river. The lat- erals were made 18 to 22 feet in width and from 5 to 6 feet in depth, with branches. Some of them extended back 8 or 10 or 12 miles into the country. They followed th contour of the low land, some of them farther apart than others. In connection with the branches that extended from the laterals, tile has been used in carrying on the recla- mation work. 98922 There were swamps on either side of the Plate Ditch then. Now there are farm lands well developed and drained. Then there were only cabins and shack houses on the sand dunes, now the farms are well improved. The next section of work done on the river commenced a little south of the Fort Wayne Railroad, east of Hanna, extending on the west line of LaPorte County, 17 miles. 608 The ditch bottom was widened to 45 or 50 feet and the average depth was 8 feet. The width at the top at the widest part was 70 feet. It was cut through the bends of 2823 the old channel at the most advantageous points, and many points where it could it would strike from one point in the river and follow the channel perhaps 20 to 30 rods in a general way, coincide with the old channel. During the 10 or 12 years in which we have been oper- ating there have been 40 or 50 drainage systems cut into the Kankakee River. In this reclamation project that we are speaking of there were a great many laterals put in, I think between 20 and 30. They were mostly 20 feet in width and 5 feet in depth, in addition to which there are drainage ditches and laterals. 2824 The Robbins Ditch is 14 miles in length, about 20 feet in width to 40 feet in width, 8 feet deep. In places there were tile used in connection with the laterals. The next stage of the river development was that each district in the neighborhood vied with the other to get dredged ditches in as rapidly as possible, so we had six or eight dredges at a time for several years. The recla- mation work was finished in 1906. About 46 miles of the river channel was deepened and straightened out alto- gether. 2825 I know the larger portion of the ditches which enter the river; commencing at the northern end I will give you their length, width and estimated flow. We com- menced with the work at the Baltimore & Ohio Railroad about four miles south of South Bend and extended to 19 miles. The average width was 30 to 35 feet and seven to eight feet in depth. Then the Place ditch which I have described. The Robbins ditch was 14 miles in length, 30 to 40 feet in width and the flow was three or four miles an hour. 609 2826 The Bliss ditch was five miles long, 18 feet wide, five feet deep and flowed three miles an hour. The Hamlet ditch was six miles in length, 20 feet wide and six feet deep and flowed three miles an hour. The Jaine ditch was six miles in length, 18 feet wide, five feet deep and flowed three miles an hour. The Long ditch, five miles in length, 18 feet wide, five feet deep and flowed about three miles an hour. The Whittem ditch was about seven miles in length, 20 feet wide, six feet deep and flowed four miles an hour. The Salisbury ditch was five miles long, 20 feet wide, six feet deep and flowed three miles an hour. The Hanna ditch was 10 miles long, 20 feet wide, five feet deep and flowed three miles an hour. The Davidson ditch, 12 miles long, 20 feet wide, six feet deep and flowed three miles an hour. The Box ditch eight miles long, 20 feet wide, 12 feet deep, flowed two miles an hour. The MeLaughlin ditch 15 miles long, 20 feet wide, five feet deep and flowed two miles an hour. The Bergland ditch four miles long, 20 feet wide, four feet deep and flowed two miles an hour. The Hayville ditch two miles long, 20 feet wide, five feet deep and flowed two miles an hour. 2827 The Myers ditch five miles long, 20 feet wide, five feet deep with a two-mile flow. The Tuesberg Land Company ditch, six miles long, 20 feet wide, five to six feet in depth and about a two mile flow. The Neuston ditch, five miles long, 18 feet wide, and five feet deep, with about a two-mile flow. The Larimore ditch, six miles long, 20 feet wide and six feet deep, flowed two miles an hour. 610 The Yellow River is from 30 to 40 feet in width. It has about four feet fall to the mile. The Williams ditch is about 14 miles long, six feet deep and 25 feet wide, with a flow of four miles. The Jordan ditch four miles long, 20 feet wide and five feet deep and flows four miles. 2828 The Elsby ditch is 14 miles long, 20 feet wide, six feet deep and about four miles flow. The Mockler ditch 12 miles long, 30 feet wide, and 10 feet deep, with three miles flow. The Wanata ditch, eight miles in length, 20 feet wide and six feet deep with about a three-mile flow. Hog Creek ditch, 10 miles long, 20 feet wide, six feet deep and about four miles flow. Some of that territory has a six or seven mile flow, so it makes it a greater current. Haskell’s ditch is 10 miles long, 20 feet wide, six feet deep and about 10 miles flow. Reeve’s ditch is 12 miles long, 25 feet wide, and six feet deep with about three miles flow. The Lyon’s ditch 4 miles long, 16 feet wide, 5 feet deep and about 2 miles flow. The Cook ditch, 10 miles in length, 30 feet wide, six feet deep and about three miles flow. The Cook Arm three miles long, 20 feet wide, six feet deep and about a four-mile flow. That has a ten-foot . fall in three miles. Crooked Creek, 14 miles long, 20 feet wide, six feet deep and four miles flow. 2829 Befogle ditch, 10 miles long, 18 feet wide, five feet deep and three miles flow. The Whitfield ditch, 12 miles long, 20 feet wide, five feet deep and two miles flow. The Hodge ditch, 10 miles long, 25 feet in width, six feet deep and about two miles flow. _ 611 The Otis Arm ditch, 12 miles long, 18 feet wide, five feet deep and about two miles flow. The Moffett ditch, 12 miles long, 18 feet wide, five feet deep and about two miles flow. The Singleton ditch, 16 miles long, 30 feet wide, six feet deep and two miles flow. The Brown ditch, 13 miles long, 25 faet wide, six feet dece and two miles flow. The Ackerman ditch, seven miles long, 18 feet wide, five feet deep and two miles flow. The Sherron ditch, six miles long, 18 feet wide, five feet deer and three miles flow. Then there are 17 miles of the river work known as the Reclamation Company’s ditch. That was the river proper. These are the principal ditches. 2830 The total length of these ditches is over 400 miles extending on either side of the river. I have not named all of them. There are a great many more that have been made since, in the last three or four years, many of them, whose length would aggregate 75 to 100 miles and whose width is from 25 to 30 feet. 2831 In addition to the million acres of the Kankakee River watershed there has been about 400,000 acres of the Yel- low River watershed throughout Indiana reclaimed. The water passing through these ditches gets away very rap- 2832 idly now in the new channel of the river. It goes down in the Kankakee River. Of my own knowledge I know the Kankakee River empties near Wilmington, just below Wilmington, into the Illinois River. I was familiar with the Illinois River 2833 before the reclamation project was carried into effect below that point and have been familiar with it since the drainage proceedings were completed. It is higher now below the point where the reclamation project dis- charges its flow of water. In the spring the water comes 612 off very rapidly. It would probably be two or three feet higher. The stream is two or three miles wide in places and in the summer when most of our laterals runs dry 2834 the rain that is not absorbed or required by the country passes away down the channel into the Kankakee River. Since the reclamation project the Kankakee River car- ries off more water than it did before. I am familiar with the point known as the ledge of rock at Momence. JI have seen and observed it. I know about the removal of that ledge of rocks. The state of Indiana appropriated $40,000 for removing it for the benefit of Indiana years ago and the commissioners commenced at the upper end of an island in the river just south of Momence and removed the dam which low- 2835 ered the water at that point probably five feet, at the high point, the apex of the ledge of rocks there is a seven- foot fall, but these people did not succeed in benefiting the state of Indiana by the removal of that because they commenced too low. The removal of the stone never affected the drainage of Indiana because it was too low down below the high point. The water which flows upon that country is more quickly removed than it was before these drainage operations were commenced, and it is removed six to eight times as fast. It has three times the natural fall and only one-third the distance to go to get to the channel. In times of heavy rainfall the water 2836 over a large area fills the channel of the Kankakee River, the new channel and the old channel also; takes it into the old chanel and it is held there until it passes down on into the [llinois River. The reservoir at the point where it starts out in time of extreme high water, would be about three or four miles wide, 10 or 11 miles in length and six inches to three feet in depth. It passes over the rock ledge very much more rapidly than it would otherwise. Usually it would stand after a time of high 613 2837 water in the country for a period of two or three weeks. The country which I have been speaking about is all per- sonally known to me and the matters testified to have all come under my own observation. All the territory cov- ered by that river project has come under my observa- tion; I have personally seen and observed all of these ditches except possibly a half a dozen. Prior to 1900 there has been no drainage work at all done in this coun- try with the exception of a few ditches which I men- tioned. And practically all of this work has been done 2838 since that time. 2839 Cross-Examination by Mr. O’Conor. I have a notation and paper here. It is simply an estimate in my judgment of the quantity of flow. Down at the mouth of the Kankake River there has been no enlargement at all; the enlargement has been farther back at the upper end. There is a dam located at the City of Kankakee. The dam may have been raised three feet this year, I don’t 2840 know it. There is adam at Wilmington. That dam was not raised this year so far as I know. I am able to state, if I know the fall in the territory through which it passes, how fast a stieiaae is flowing. I ean form a judgment of it. I got the figures as to the fall from the levels of the engineers in charge. I know the fall from the north. Much of that territory comes down from five to six feet fall. Of course the water pushes down rapidly. ] testifies as follows: Direct Examination by Mr, Chiperfield. 2856 My name is C. J. Hobbs. I reside at Kersey, Indiana, in Jasper County, 18 miles from Rensselaer, the county seat. I am a civil engineer and surveyor and have been for 11 years, during which time I have given my atten- tion to drainage engineering. I have been associated with B. J. Gifford, a gentleman who formerly resided at Kankakee, and who owned a large amount of land in Indiana, and who also owned a short line of railroad called the Chicago & Wabash 2857 Valley. I have been engaged in the reclamation work 11 years in reclaiming Indiana lands by ditches, dredg- ing and tiling. I have been connected with Mr. Gifford’s jands. They are located in Jasper and Lake Counties, Indiana. In Jasper County they are northeast of Rens- selaer, the southeast corner of Lake County. 2858 The Iroquois River has its source partially in Jasper County, practically all of it, and empties into Kankakee a few miles east of Kankakee. I know the Iroquois 2859 River from its source down to about eight miles from the Illinois state line. I am acquainted with that por- tion of the Kankakee River which runs through or be- tween Jasper and Porter Counties and between Lake and Jasper and Lake and Newton Counties. I have surveyed generally in this country for 14 years. I am familiar 2860 with the drainage operations that have been conducted. They consist of dredged ditches, tiling, some ditching done with teams and open ditches. The dredged ditches are located in Jasper, Porter and Lake Counties. Some of them I laid out and measured. The first ditch T laid out was one of Mr. Gifford’s 619 ditches, his main outlet in fact. It was partially built before I was employed there. We lowered the bottom of it about four feet and cleaned it out for about five miles down there and cleaned it out to a uniform fall 2861 of a foot and a half a mile. The ditch commences in the center of Mr. Gifford’s lands and runs _ south- west towards the Iroquois River. It is five miles long. We built a new ditch in connection with it and parallel to it. These ditches drained 30 or 35,000 acres. Before the ditches were completed the lands were covered with an average of a foot to a foot and a half of water in the spring and during the freshets it was probably higher; possibly may be a little lower than that in dry 2862 season. These ditches were constructed within the last fifteen years, and the ditch was deepened between 1902 and 1903. Connected with the 35,000 acres of land there was about 150 miles of dredged ditches. The last ditch con- structed was constructed about two years ago. There is a ditch in the north part of the county running into the Kankakee River. They carry water from the higher land down to the Kankakee River. There is approxi- 2863 mately 6,000 or 8,000 acres. Before the ditch was con- structed it was usually wet land, not much grown on it but wild hay and some places the water stood on the land. The dredged ditch would be about 35 feet in width at the top and six or seven feet deep. They were mostly constructed during the last six or seven years. 9864 In Lake and Porter Counties, about 10,000 acres have been drained. I know a ditch by the name of the R. EK. Davis ditch. That ditch starts in the east part of Jasper County and runs northwest towards the river about eight miles of main ditch and about eight miles of laterals. It drains 2865 about 1,000 acres. 620 I know a ditch called the Akers ditch located just west of the Davis ditch. It is about six miles long, 30 feet wide at the surface and six or seven feet deep and drains about eight sections of land. — I know the Smith ditch located west of the Akers ditch. It runs south into Jasper and starts about eight miles south of Whitfield and then empties into what is known as the Hodge ditch, which empties into the river. The 2866 Smith ditch is about 12 miles long, averages about 395 feet wide and is six or seven feet deep. The Tanner ditch is located east of DeMott in Jasper County. It is about eight miles long, 30 feet wide and four feet deep, I think; six or seven sections of land 2867 are drained by this ditch. I know the Tyler ditch. 2868 The Delahanty ditch starts southwest of Wheatfield, about three miles and runs north and then northwest and empties into the Hanna ditch. It drains about five or six sections. The Evers ditch rises about two miles south of DeMott and empties into the Morris ditch. It is a ditch that parallels the river and crosses part of the river and empties into the river. It drains six sections. The Dreuth ditch is located on the marsh and crosses part of the river. I don’t think it drains into any of these ditches that had been dug. The Moffet ditch rises southwest of Winamac, Indiana, and flows nearly to Lake Village and then empties into - 2869 the river. It drains about 10,000 acres. It is about 18 miles long, 40 feet wide and seven feet deep. All of these ditches have been constructed since I have been associated with Mr. Gifford in this work. In the Beaver Lake District about 10,000 acres were drained by drainage operations there. Since the recla- 2870 mation work land which was practically worthless or 621 seemed to be worthless for farming, has been farmed to a great extent. It has not been entirely reclaimed. I expect 20 per cent. of the land is tiled and the tiling emp- ties into the drainage ditches, the dredged ditches. 2871 In Lake County there was the Brown and McWilliams levee. It extends from a point on the river marsh three miles south of Hedron, Indiana, to the state line. It was constructed for the purpose of keeping the flood water from the Kankakee River running out over the low land. The levee is 20 or 25 miles long. The McWilliams levee is about 10 miles long. They have the effect of tending to raise the water in the Kankakee River a little higher. I knew the Kankakee River and the Iroquois River be- fore these levees were constructed. The drainage sys- tems and construction of levees and other works which I have mentioned has caused the water from the Iro- quois River every year to run over the rock. It used 2872 to be in dry seasons that there was but very little water that would run over, but now there is a continuous stream running down this stream all the time since it has been straightened and deepened. Ordinary times it would be two feet deep, I guess, and about 40 feet wide at the bottom. The Kankakee River east and north of Jasper County was high. Since the water has been going down there it seems to have more current than it did at that time. Ordinarily the stage of current is about 24 to 3 miles an 9873 hour. Before it did not seem to have any current at all. And the Iroquois River before these operations seemed to have no current; it has got a current now, I think of 5 or 6 miles an hour in places. Some places it is a little greater. I expect at Renssalaer it goes 8 or 10 miles an hour. Before these drainage districts were constructed the water used to lay on the marsh until it evaporated or 622 soaked into the soil. Now it practically all goes into the ditches, runs off more rapidly than before. Since the construction of the drainage work, these streams rise more rapidly, especially the Iroquois. There seems to 2874 be much more water passing, it runs much swifter. ‘When I first came to the Kankakee River, or in that vicinity the river would many times be down below the banks, but it has not been since the operation of the dredging has been going on above. They carry more water than formerly. 2879 Cross-Exammation by Mr. Butters. They apparently carry more water than formerly. The water runs much swifter when the water is high and the river does not seem to get as low as it did in former times. I have not seen it higher in my time. I have kept a sort of a record of the water in a way as to the height it has been at different times, and at a time be- fore the Lake County levees were built the water was not as high as it has been since. Now prior to that time I don’t know much about it. 2876 When the Kankakee River is high it goes through faster, that is because there is a vast area or territory, all of which goes into the Kankakee River and the river has its level depending upon the streams that flowed into it at that time. The drainage has not tended to decrease the level of the water. 2877 Mr. Gifford’s land is about seven miles from the Iro- quois and there was no connection between the land and 2878 the Iroquois before we put in the ditch at that point. The excess water went in a different way, which Mr. Gif- ford drained. It went into the Iroquois River. Now the entire amount of water would practically go in that would fall. The ground takes care of some of it. 2879 Mr. Gifford’s main ditch has not ceased running, I 623 don’t think in five years. It has been running for five years or more. I don’t think there would be just as much water before that ditch was put in going into the Iroquois River as it does now in the case of a spring freshet. Now there is a small lateral ditch to carry the water into the main ditch and before it lay on the ground in these low places where there is little ponds and one place and another. It was not a little amount of water, it was the whole country. I do not claim that the tile ditch makes any more water. 2880 The land is all practically level; the water won’t run off without there is a ditch. Before the tile ditch will start to run the land must be saturated with water; the water must come into the ditch. It don’t stop running when the ground above will be wet. The earth retains a certain quantity of moisture. If there is a slope to the ground it runs on top of the ground, depending on the soil and the slope. 9881 I have not seen the Kankakee River: except between Momence and the Illinois in the last four or five years, or examined the flow of the water before 1900 at any season of the year. There was water running down there before 1900. 2882 J. W. Kennupy, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is J. W. Kennedy, I reside at Watseka, Illi- nois. J have been a farmer all my life. I have been a commissioner of a drainage district ealled number two Martindon. I know the location of a stream called Pike Creek. I know the drainage opera- tions that have been conducted along this creek. The 2883 ditch is 8 feet deep, 32 feet to 33 feet wide on an average 624 and is about 12 miles long. There are between 17 and 20,000 acres drained by it. Our ditch empties into num- 3) ber 3 drainage and number 3 empties into the Iroquois. Number 3 is located about two miles north of our ditch. I could not say how long it is. It is a big district. I suppose they have got 25 or 30 miles. I cannot say ex- 2884 actly how much land is drained by that district. I think it is as big again as our district, may be more. Before this 20,000 acres I speak of was drained the land was pretty wet. It stood in places until it dried up. It had a natural discharge but it was not good. Part of the land was farmed before that. Since the ditch was dug it is a great deal better. The water went quicker and eventually discharged into the Iroquois River. 2885 The sub-soil is mainly clay. The water would not soak into the clay. After the construction of the ditch the water ran off a good deal quicker. The water in the Iroquois River rises a good deal quicker than it used to in flood times. It takes longer to get away. They took out a dam at Sugar Island which, I guess, did some good in the Iro- 2886 quois River. It helped to let the water away a little faster. In times of flood the water in the ditch is from four to six feet. The ditch enters the Iroquois River west of Wilmington. There is dredging all over the country there now. In this district we put in something like 15 or 20 miles of tile from eight inches up to 30 2887 inches. It has been universally used throughout the districts. Cross-Examimation by Mr. O’Conor. That opened up the natural drain but the water did not all go through in a state of nature. It would not all pass out of the land. It is the way the water would flow. The drain that is put in is the same system that has been 625 going on in different parts of the country. It takes the 2888 water off a little faster in the spring. The Illinois rises quicker than it used to. The water in the Iroquois will come up faster in view of the fact the drainage will carry the water quicker to the river than it did formerly. The eurrent I presume flows faster, I don’t know. I think so. I would think so if there was more water there. After the spring freshets have been actually drained out of the land the river I presume goes back after a little while to its old level but not the level that was main- tained prior to the construction of these drainage sys- tems. 2889 In the early days the river went almost dry, but it never does any more. There is more water in the Iro- quois River in the summer months all the time. I could not say how much. I haven’t much familiarity with the Kankakee at Wilmington or Momence. 2890 Grant Ricas, a witness for the defendant, being sworn, testifies as follows: Direct Exammation by Mr. Chiperfield. My name is Grant Riggs, I live in Romeo Township, Kankakee County; engaged in the business of farming and drainage. I have been engaged in the business of drainage engineering for 29 years. I have done some of the engineering work on the drainage districts. There is a stream in our county known as Claussen’s Creek, upon which there has been drainage work done. 2891 The stream was dredged out six years ago for about seven miles; there are three branches. Before it was dredged the land on either side was wet, so wet they eould hardly farm it at all. The water stood on it. The seven miles of construction work includes the laterals 626 and into the laterals a tiling system has been instituted. Claussen’s Creek empties into Spring Creek, which, in turn, empties into the Kankakee River. There is a creek in that vicinity known as Minnum, about four miles from Claussen’s. Drainage operations 2892 on that creek. It was cleaned out and deepened, lL should say, for a distance of four miles. I could not tell the acreage that was definitely drained by this im- provement. I know of drainage operations in the vicinity of Snake and Gar Creeks. Gar Creek has been in a drainage sys- tem I think for 28 years, but they are working on it yet, cleaning it and extending it. It was partly deepened and dredged last year. They are working on it yet. Snake Creek is one of the drainage districts that is west and the other is east of me. Snake Creek was a new drainage district. It was dredged out entirely about 2893 four years ago. I know of the drainage districts drains and improvements that have been made in the vicinity of Chebanse, I should say 10 to 15,000 acres have been affected by it. Since the drainage operations of which I speak have been carried on, the excess of water goes into the river. Some of it into the lroquois and some of it into the Kankakee. It eventually goes into the Kan- kakee. It is discharged a great deal quicker in times of freshets. | 2894 The Kankakee and Iroquois Rivers get a good deal higher at times than they did before and carry more water apparently than they did. The drainage opera- tions I speak of are conducted in Kankakee County in the southeastern part, on the south side. I own the land where the Iroquois empties into the Kankakee and by reason of my residence have had an opportunity to ob- serve both of those streams. Tile is used for drainage purposes more extensively 627 during the last six or eight years. Twice as many tile used. They cannot get tilers enough there; they are advertising for them and there are tiling operations be- ing conducted generally throughout the county. The land which has been reclaimed during the last eight years is used for farm land. Formerly the water stood on it. No cross-examination. 1896 THomas Hatoran, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr, Chiperfeld. My name is Thomas Haloran, I live at Ottawa, La Salle County. I formerly resided in Ford County. I know the township known as Wallace Township in La Salle County. The soil in La Salle County is a black soil with a clay sub-soil. Up to eight or ten years ago it was pretty wet. I have been engaged in the business of tiling in La Salle County. During the last twelve years 2897 I have put in from 20 to 30 miles of tile, mostly through Wallace, Waltham and Freedom. Most places I have taken up tile and reset them and others have tiled out thoroughly. It has made considerable change with ref- erence to the wetness of the land. About 30 per cent. 2898 more is thoroughly drained than ten years ago. The land I tiled discharges into the Illinois and Fox Rivers. I had similar experience in Ford County, but the last ten years of my experience has been confined to La Salle 2899 and Woodford Counties. I know that tiling operations have made some difference in the Fox River, probably five per cent. difference. I am still engaged in the work. The tiles latterly which is used is much larger, we used to use threes and fours and now we use eights and tens. 628 Cross-Exanunation by Mr. O’Conor. On the land I tiled around here I never ran a tile di- rectly into the Fox River. I have noticed a difference in the Fox River in the spring. I cannot name a single time when I noticed a difference, but using my judgment about the drains that I know of, that would make a dif- 2901 ference. The Fox River in the summer does not have a great deal of water in it. Not a great deal of water drains into the Fox through the tile in the summer. I could not say how many tiles drain into the Fox River. I put in some myself. J know there is an awful lot of tiling done up there in the north. In the spring the 2902 high water has been carried off faster than it used to. I have no basis upon which I can state the amount of water that goes into the Fox River. It appears to me that the Fox River is held up higher than it used to be. I know that some years ago it was a difficult matter to 2903 get from the Fox River out into the Illinois; since that time the water is higher at times. I could not say whether it backs up into the Fox River but the drainage might 2904 have had some effect in raising it, too. If the water is higher it would naturally have to back from the Illinois into the Fox River. That is the condition today. According to my notion the draining by the farmers made a perceptible increase in the flow of the Fox River. I would put it at about five per cent., five per cent. more 2905 water in the last eight or ten years than previous to that. I come to the conclusion from the greater drain- ing that it drained out than before. They have made more thorough draining. I don’t know how much water there was in the Fox River. I am figuring there would be quite a bit go into it on account of the drain tile. I judge it to be five per cent., basing my judgment on the amount of draining, the amount of tiling, better tiling. 629 To the best of my judgment I saw five per cent. My judg- 2906 ment is based on the tiling that was put in. There were some big ponds, you might call them, and they drained several of them. When they were drained off they stayed off. Of course, big rains would come and they would carry the water to the river naturally. There have been some of these drained off quite a number of years ago, through tile. They wasn’t much good. I took out one ditch up there that came down, a 15-inch tile drain at a place called White Horse Pond. I re-set it. Something was wrong with the drain and I fixed it up. That is one place that I worked on which would affect the flow in the Illinois River. I don’t know how much water there was in the river that went into it on account of the drains. I just figured the same as if I had a big tile in 2908 there, it would make a difference in the tile. I could pretty near tell by figuring the capacity of the tile, the only basis I would have to work on. I am not in the employ of the Sanitary District. I was subpoenaed. I don’t know what they are paying me. I don’t know whether they are paying me anything or not. 2909 Grorce W. GRAHAM, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is George W. Graham, I reside at Streator; IT am in the grain business and have been engaged in the business of farming. I know about the use of tile in La Salle County the last eight or ten years as to whether it has been increased. It has been very much. I am familiar with the southeastern part of La Salle County, 2910 Bruce, Otter Creek and Farm Ridge Townships. I think 2 630 it has been increased 40 per cent. probably in the last ten years. ‘They are all putting in larger tile and a great many small tile are being taken out. A great many have not taken them out, they are ignoring them and running alongside with larger tile. There has been about eight carloads of from 12 to 16 inch tile unloaded at Richards 2911 this fall. That is where I am in the grain business. During the last six or eight years the farmers have been putting in large tile, from eights up to twelves mostly. And the land that is already tiled they are running new laterals with four-inch tile and they are putting those about ten rods apart. There is a big change in the surface of the county in my vicinity with reference to water being removed by the use of tile in the last eight or ten years. The change is for the better by putting in large tile and draining out these mud holes. The point of discharge for these tiles in Wolf Creek and Otter Creek, and they in turn dis- charge into the Vermillion which discharges into the IIli- nois River. 2912 The condition which J have described with reference to the use of tile in my portion of the county, is general throughout the county. Cross-Examniation by Mr. O’Conor. Not putting in tile to dry out my land. Put the tile down generally about four feet; sometimes you have to oo eight or ten feet in order to get over a knoll. They put in 4-inch tile as close as three feet to four feet. It is a general movement on the part of the farmers to better their lands and has been going on for twenty years. 2913 Re-direct Examination by Mr. Chiperfield. Within the last ten years it has very much increased. Adjournment to Tuesday, November 26, 1912. 2914 November 26, 1912, 10:00 a. m. Court met pursuant to adjournment. Wititiam Powrin, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is William Powrie. I live in Waukesha, Wis- consin, business civil engineer. I have been engaged in drainage operations. JI am acquainted with the water- shed of the Llinois River as it lies in Wisconsin. JI am familiar with drainage operations in and about Racine, Waukesha and Walworth Counties in Wisconsin. I have 2915 been connected with them. T know a drainage district called the Wind Lake Drain- age District. It is called the Norway and Dover Drain- age District now. The Wind Lake Canal starts from Muskego Lake, a lake a mile and a quarter north of the county line between Waukesha and Racine Counties and goes through into the next section south of that which is called Wind Lake. Then it flows down where it comes into the Fox River at Rochester, Racine County. Then it flows around down where it comes into the Fox River at Rochester. About three miles out from Rochester there is another branch that is about two miles farther east, two and a half miles, that runs up along here and touches the edge of the watershed and the county line of Waukesha County, as shown on the map marked Ex- hibit 25. 632 2916 Iam familiar with the counties lying down through— I take it this is Kenosha. I have conducted drainage all through this part of it here, laying west of Racine, clear over to Burlington and then west of Burlington to Hk Horn and Delevan, Wisconsin, as appears on the map. The eanal in connection with this drainage district was first commenced in 1890 to be utilized. A Chicago Company dug the canal from Rochester to the north end 2917 of Muskego deeper, about five feet clear through; started in ’92 and completed in ’93. I am not positive as to the time. The canal came out of Muskego Lake, was 18 feet on the bottom and the one that went down into the Fox River was 25 feet on the bottom. Originally it was four feet deep at Wind Lake and they practically dug or deepened it five feet more, making nine feet when they got through. I think it was completed in 793. Before that the surface of the country was covered 2918 with water to a large extent. There are about 11,000 acres drained by these operations. The outlet of this drainage canal is into the Fox River at Rochester. The discharge of this ditch in 1906 was on April 2nd, 217 cubie feet a second, which would be 13,000 cubic feet a minute. When the drainage is completed the total water- shed is about 50,000 acres. 2919 There is an old mill about 3,000 feet ine the point — of discharge in the Fox River. It is operated with the water that comes from the drainage canal and also from the Fox River. The Fox River below the dam meas- ures 123 feet wide. In 1908 we took gaugings and on May 17th, there was 83,280 cubic feet a minute going over the dam. The ex- treme high water. In Racine County there have been drainage operations. I know a ditch known as the Dover Town Ditch. It was laid out by the town to drain about a thousand acres of 635 land, which emptied into Hagle Creek, which also dis- 2920 charges into the Fox River about two miles below Roch- ester. It was constructed in 1906. I know a ditch known as the Hoozier Creek District. That is a recent district. I don’t know whether it is entirely completed or not, but it was in operation. The creek ran down there and drained the land in a slipshod way and then they organized this district two years ago to drain that out. The project will drain about 10,000 acres altogether. There is another drainage district called the Turtle 2921 Creek Drainage District in Walworth County. The watershed contains 20,000 acres. The discharge of the Turtle Creek District is estimated at about 245 cubic feet a second which would be 14,000 eubic feet a minute. I know a district called the East Troy District, but had no connection with it. I know of the project although I was not connected with it. I know it is a very large marsh, but the number of acres I do not know. In the Hoozier Creek District I do not know what the discharge from the outlet is. I think it is ten feet deep at the outlet. In a general way prior to the putting in operation of these districts, the land was overflowed most of the time. Some of it was adjacent to marshes and they were af- fected by the water standing back from the marshes, and in that Norway Marsh it is almost entirely wet land. The rain that well on that country would run off to a certain extent before the ditches were constructed and the rest of it would lay there and be evaporated by the sun. Since the construction of these ditches they are planting corn and potatoes in the land along the Norway Ditch. The surplus water now escapes and I think it g2oes in a more uniform manner than it did before the 2923 drainage. If the ground is frozen now I think it will bo Os bo bo 634 discharge faster; if the ground is not frozen, not sat- urated it will discharge slower because with the drainage the sub-soil is drained down, we will say, about two feet and that permits taking up quite a rainfall before you have any run off. In times of heavy rains, of course, it increases the run-off very much. The last two or three seasons with reference to rainfall in Wisconsin were wet springs and summers and from June on were very dry until perhaps along in September. This year it was wet during all the spring and then dry. During 2924 the times of rains in the early parts of the year, the ditches are full of water and they flow into the Fox River. I have seen the Fox River and observed it. I have observed a more uniform stage of water down there. The Fox River is high the year around and certainly carries more water since these drainage operations. With reference to its standing higher, the seasons have been so variable there that you would hav to fix your ques- tion to a particular time. Now, a year ago, it was so dry there was very little water flowing there during the year, a year ago in the late summer. But in the 1925 early spring the water was quite high, much higher than usual. I think the water is higher in extreme high water due to more opportunity to run off. Laterals have been constructed over all of these districts. 2926 I think there will be 50 miles of laterals, something like that in the Norway and Dover District all told. There was a ditch dug out of Camp Lake in 1906 which 2927 was closed in 1910. I never estimated the amount of discharge but it had about a ten-foot fall in two miles and it measured nine feet wide on top. Cross-Examination by Mr. O’Conor. The first district I spoke of was originally completed in 1890 and there were afterwards improvements added 635 about 1893. The object was to take the water out of the land. I said if it was frozen the water would run off faster 2928 than it would before, if the ground was frozen. I have seen an inch of rainfall on the ground and no run-off when it was real dry. Summer before last the Fox River was very dry, the summer of 1911. I did not see it in September. I never knew it to be dry down there. I said during the dry 2929 times not much run-off at that time. In the summer of 1911, all of the rivers were low, and the high land ad- joining the marsh was effected. It prevented the drain- age of the high land. The high land around Muskoge Lake is very little higher than the marsh or lake level; until they drained it down they couldn’t drain the land. The water level of the land would be some higher, of course, than the water level of the water surrounding the 2930 land. It depends on the character of the soil. You ean run back from the lake a couple of miles and the eround might be three or four feet higher and still be wet. If you would want to put in a ditch that would lower the water in that land, say three feet, you could not do it if the water was up in the lake. The higher the water stands around the land, the higher the water level is going to be in the land. The farther back you go from 9931 the water level the less drainage there would be and the farther back you go the higher the water would be standing on the land itself. Re-direct Examination by Mr. Chiperfield. In a porous and loose soil the water would not stand 9932 very high in that kind of soil. When the soil is loose and porous of course the water is more nearly uniform. 636 I am talking about the water in the land itself, that is naturally found there. The Rochester Dam on the Fox River is 250 feet wide. Just below I measured it at 128. I cannot tell exactly 2035 how far above Rochester the river rises. The head waters are between Waukesha and Washington Counties, something like 30 miles. I think about 1,000 square miles of watershed of the Fox River lies in Wisconsin. Re-cross Examination by Mr. O’Conor. It always lay there, probably will. 2934 I took the gauge readings because we contemplated removing the dam in our new improvements. We ran up against so much trouble and the Supreme Court had decided that we could not remove the dam in some other cases, so we wanted to devise some means of going on with our undertaking, and we took a set of gauge read- ings to determine the flow and to give us an idea how large to construct our channel and how much to enlarge it; 1908, I took those gauge readings. The other meas- urements I made by measuring the velocity of the water in the channel and computing the discharge by the ve- locity. The Dover Ditch was a town ditch and drained about 1,000 acres. That is my estimate of the land at the time 2039 we did the work. I did the work. No acreage given that is based upon records that I saw. J. R. Kine, a witness called by defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is J. R. King, I reside in Winchester, Scott County, Illinois. J am county clerk of the county. There 2937 2938 2939 637 are drainage districts located there. I have been over them. There is one called the Big Swan, Hill View, Mauvaise Terre, Scott County, and one called Coon Rod. I can point to the districts which are shown on Exhibit 26. ‘There are three of them marked on the exhibit, Scott County, Big Swan and Hill View. They are in Scott County right below Naples. The North District in that territory is Mauvaise Terre. It is about six or seven miles south of the north line of Scott County. - The next district is Big Swan. The next district is Hill View. The next district is North Star. In Mauvaise Terre, there are 1,874 acres. In the Scott County District there are 9,467 acres. In the Hill View there are 14,350 acres. In the Coon Rod District nearly 2,000 acres. The river side of these districts is in some places a quarter of a mile from the river, other places probably half a mile from the river. Prior to their construction the Illinois River overflowed all these districts. They have all been constructed between 1903 and 1907. Before their construction the Illinois River was at high water from four to six miles wide. The banks of some of these levees are 20 feet, some 25. In times of high water at 2940 the present time the Lllinois River is probably a mile wide. 3 Across the river from.these districts there are high bluffs, 20 to 60 feet high. The plat so far as Scott County is concerned, correctly outlines the location of these districts, all except the Hill View District, a part of which is in Seott County. Cross-Examination by Mr. O’Conor. IT have been county clerk ten years. I have been over 9941 this ground myself at different times. The Big Swan 638 Drainage District I have been over. I have been over the upper part of the Hill View. As I remember the Big Swan was constructed in 1904. I had no connection with it except officially. In the Hill View District there were 14,000 acres. I got those figures, a part of them, off the record and a part of them from the clerk of Green County. They 2942 are not my own figures. The other figures are copied off the assessment roll of the Drainage District in my office. [I had nothing to do with the operations and deter- mining the acreage. I copied them from my record. Winchester is 30 miles south of Beardstown, ten miles from the Ulinois River. I don’t know how far Winches- 2943 ter is from La Salle. I would say Winchester is 70 miles from the mouth of the Illinois River. I don’t know how far it is from the Campsville Dam or the Henry Dam. 1 don’t know how far Winchester is from Peoria. 2944 Jacop A. Harmon, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Jacob A. Harmon, I reside in Peoria. I am a civil engineer largely devoted to drainage. I am familiar with the location of the drainage districts along the Illinois River. Starting at Hennepin the locations and names of the various drainage districts that are found, proceeding down the river, are as follows: Near Hennepin there is a district, the official title of which I don’t know. I know it as the Hennepin District. Next below is the Partridge District, opposite Chilli- cothe. Opposite Peoria is the East Peoria District. Opposite Pekin is the Pekin and LaMarsh District. 639 Below Pekin in Tazewell County on the east and south side of the river is the Spring Lake District. Across from the river and the Spring Lake District is the Banner District. At Havanna is the Lacey District. Immediately below the Lacey District is the Langilier District. Just below the Lacey District is a small district back from the river front, the name of which I do not know. Opposite Beardstown is the Coal Creek District. Immediately below the Coal Creek District is the Crane Creek District. Above Beardstown on the north side of the river is a new district, the name of which I do not know. Opposite Meridosia is the McGee Creek District. A little below Meridosia is the Meridosia District. 2946 Beginning at Naples on the east side of the river and extending within 8 or 10 miles of the mouth are a series of districts which adjoin each other. The first one of these districts beginning at Naples is the Scott County District; the next is the Big Swan, then the Hill View, then the Hartwell, then the Keetch, then the Eldred and then the Nutwood District. That carries you down to the Mississippi River. 2947 The total area of acreage drained by these districts is approximately 100,000 acres. The levees are built from 200 to 400 feet back from the river, some places a little closer. I have been connected with about half of these districts 2948 in an engineering capacity. Most of these districts have been constructed within the last ten years, since 1902 high waters, but some of them were constructed prior to that time and have been re-constructed since. All but one of them, I think, that were constructed before 1902, broke at that flood. The levees are. about 12 feet in height above the natural bank. 640 The river varies in width from about three miles at Peoria to about four miles at Havanna in high water. 2949 At Beardstown three miles. Meridosia a little wider, three or four miles. The average is the same from Beardstown down. There is some local variation. The map marked Defendant’s Exhibit 26, approxi- mately shows the location of the drainage districts which I have spoken of and in a way the locations on the plat are substantially correct. The distance shown on the plat is substantially correct, according to my own obser- vation and knowledge of the location of the county lines. 2950 Mr. Cureerrietp: I want to offer this plat in evidence and that concludes the examination of Mr. Harmon on this subject. 2951 Which said plat was marked Exhibit ‘‘26’’, and is in the words and figures following, to-wit: QGueAtAY Ge - 4 Fe rs 1, V SULEY ands S$ RIVER "SHOWING 7 J = J STARS HALL CO ‘ i ' , ad i_-" plecer i a —- ” A OMe: f peers. wee o Jf Jour he : f yw WooprorD Co. a Seer Fore st, 750 “Fe. las Puezewsliz Ca. a® open mtn SF ~ . a P : veo, | ‘ is : . ee ’, “Yors6an Co & ' seed ee 4 PS A. ' nat Startwell Lrsr / fReoe We , Grttenve Co. ; 5 Cocer es “ae. , 4 soece :> aed oY . Veoeo He. : MVerweed List S7ODo He ae a Fee, — ~ = 7} » rer “+ Ptrasisapp Phver 4 : ob * La eM Le Sth iat < 2 = ce Lid » ¢ . i Seti Bie ~ os neeaelatp sing eh 9 eh ete Se a Lae a% +4 641 The figures on here ‘‘210’’? mean 210 miles from the Mississippi River and all the way down that is the same. They represent the distances by 10-mile intervals. Winchester is in Scott County, about opposite the line between the Scott County District and the Big Swan District. That would be about 60 miles from the Mis- Sissippl. 2953 Louris 8. AtrEeR, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Louis 8. Alter. I reside near Goodland, Jasper County, Indiana. I am a surveyor and civil engi- neer. I am in a general way familiar with the drainage operations conducted in my section of the country. The drainage along the Kankakee consists mostly of large open ditches generally constructed with a dredge. We 2954 call them dredged ditches. There is probably 100 square miles of Jasper County drained by dredged ditches and probably the same in Newton County. I knew the coun- try before these operations were commenced. In Jasper and Newton Counties before the drainage operations, it was a level flat country covered with water from a few inches up to 24 or 3 feet deep. On these marshes there was growing grasses and rushes, cane and water-docks. I also have some acquaintance with St. Joe County. There are extensive operations conducted in that county. There was as much land drained as in Jasper and Newton Counties. 2955 'The surface of the land before these drainage opera- tions were commenced was mostly swampy, either tam- erack or open swamps, some cranberry swamps huckle- berry swamps, covered that way from a few inches up to two or three feet deep. 642 Before the drainage operations were completed the water of these three counties would in dry times, a large portion of it, run off, but in wet times it would lay there until it would evaporate or be soaked up. St. Joe County encloses the head waters of the Kankakee River, is nearly square and the west half and the south part is drained by the Kankakee and Yellow River's, the Yellow River be- ing a tributary of the Kankakee. 2956 Newton County is about 14 miles wide, extends from the Kankakee River south about 28 miles in a straight line. Jasper County joins it on the east and extends from the Kankakee River. It is south of Newton County. It is 36 miles long and 18 miles wide. I was very well acquainted with the Kankakee River but not so very well with the Yellow River. The Kan- kakee River as it existed before any improvement of the stream was made consisted of a rather narrow shallow channel with a wide marsh on one or both sides of it, generally rather narrow on one side of the channel, and very wide, extending back three or four, or sometimes five miles on the other side. The channel is shallow and very crooked and at places the trees would fall in and 2957 would reach almost across the channel. The channel was from 60 to 140 feet wide. The land which I speak of as being swampy before these ditches were construct- ed, since they were constructed the water has been most- ly removed and a large portion of those marshes have been drained sufficiently for farm lands. The water which falls on these lands in the shape of rain or snow now goes off a great deal faster and more of it is re- moved from the land. Tile is pretty extensively used now, but before the time of the improvements very little tile was used and that was on the high ground only. 643 2958 To some extent since the improvements I have ob- served the Kankakee River and compared its condition before drainage “operations and after it was put into effect. The Kankakee River probably reaches a little higher stage of water a little quicker than it did before. To the best of my observation there is considerably more water passes down a given point near the state line than there was before. In times of excessive rainfall the ditches, so far as they have an outlet, flow rapidly and carry the water 2959 off much more quickly than they did before. Before the drainage operations the water simply flowed over the land to the river. There were old ditches that were constructed on the higher ground and that simply ran out and struck the marsh, ran out the ditch on the ground ~ and quit. It discharged into the marshes for a mile or two miles to three miles away from the channel of the river. That water could get to the river by simply soak- ing through the grass and over the country, that is the only way it had of getting there. Most of the river improvements and the drainage op- erations have been constructed within the last six or eight years. I have lived in that vicinity 61 years. 2960 ‘The tile takes more water off the country, but it dis- tributes it out a little longer. It lessens the flood of water in the smaller streams, but has a tendency to in- crease the flood of water in the larger streams. For in- stance, the creek that goes through my place formerly would get high and remain at a high stage of water for three or four hours and then fall rapidly. Now, it doesn’t get so high, but it maintains that height for four or five times as long, and that has a tendency in the larger streams where it empties, of raising them up higher con- tinuously at a moderately high stage for a longer time. ; There certainly has been more water discharged from 644 the surface of the country than was formerly carried off, since the construction of this work. 2961 I have been engaged in the business of- engineering and surveying for 34 years and have conducted surveys in this country of which I have spoken, for 33 years. So far as this improvement is concerned, I mean the entire watershed of the Kankakee River is affected. I do not know what its area is, but practically the entire water- 2962 shed has come under my observation. Similar drainage operations as those which I have de- scribed in St. Joe, Newton and Jasper Counties have been carried on over the entire watershed and that con- dition is substantially true of all the watershed of the Kankakee in Indiana. Cross-Examimation by Mr. O’Conor. The watershed that I refer to has always been the watershed of the Kankakee River and always will be so 2963 far as I know. Prior to the improvement mostly timber was growing in the marshes. The grass that grew where the water was shallow, near the edge of the water. In dry times 2964 there was no water and it gave the grass a chance to crow. For agricultural purposes the land was practic- ally valueless before the installation of the drainage, but they used it for hay. They cultivated some of the 2965 high land. I don’t know what proportion but there was considerable. They cultivated none of the land that was very wet. IT have only carried my observations of the Kankakee River to the Indiana line. I did some work at Momence when they were taking out the rock there. 645 2966 W. Ki. Mituer, a witness for the defendant, being sworn, testified as follows: Direct Examination by Mr. Chiperfield. My name is W. E. Miller, I reside at Libertyville, Ili- nois. [I am a farmer located in Lake County. I have to do with the organization of drainage districts in Lake County. I have lived there since 1871. I know every foot of Lake County. The drainage districts that have been organized in 2967 Lake County in the last eight or ten years are the Ver- non District, Vernon No. 2, Seavey Slough District, Big Sag Ditch. In the Vernon District there are about 8,000 acres. There is only six miles of ditch; the ditch is 23 feet wide on top, and 6 feet deep. The Vernon District hes along the east side of the Desplaines River. 2968 The Seavey Slough commences about a mile south of the Village of Libertyville, and comes down into Indian Creek. Vernon District No. 2 commences south of Indian Creek and runs down into this little creek shown on the map. The Big Sag lays right up in there. Libertyville is about 15 miles from the north line of Illinois. The Big Sag District is about 10 miles from the state line. The district to the south is 36 miles south of the state line, and about eight miles from Lake Michi- 2969 gan. The nearest one to Lake Michigan is about 14 miles. The soil of the Vernon District before any drainage was done was a black mucky soil. There was water stand- ing on it in times of heavy rains all the way from three to four feet deep. As a result of these drainage operations that is changed, it is now in a high state of cultivation. 646 The outlet of the Vernon District discharges into the Desplaines River. There are tile laterals connected with the main ditch. There were no tiles used in this slough 2970 before then. They are using from 6 to 8-inch tile. Vernon District No. 2 drains about 9,000 acres, I mean the ditch, the watershed would be about 9,000 acres into that ditch from watershed to watershed. It goes through a low flat swampy country, the same kind of surface as deseribed in the Vernon District. It is tillable land at the present time. It discharges into the Desplaines River through a little creek. 2971 The Seavey District drains about 12,000 acres. There is around five miles of ditch, which is 23 feet wide and 7 feet deep. On two farms in the Seavey Slough District there are 12 miles of tile. J should say in the whole ter- ritory there is in the whole neighborhood of 25 miles of tile, 6, 8 and 10-inch tile. The Seavey Slough District discharges into Indian Creek and into the Desplaines River. 2972 The Big Sag District drains about 20,000 acres. There are seven miles of main ditch and there are tile laterals. The ditch is 6 feet wide and 7 or 8 feet deep. It dis- charges into the Fox River. There are drainage districts opening in Fox and Long Lakes. It is about 4 miles; they dug a channel there about 30 feet wide and 6 or 7 feet deep. There is in the 2973 neighborhood of 25 miles of dredged ditches put in through the swamps around Long Lake and Fox Lake. Before these ditch laterals were put in it was a regular swamp, water on it the year around, practically. A per- son could not walk on it except in some places. I should say 15 to 20,000 acres were drained by those operations. 2974 The water from the drainage eventually gets into the Fox River. The head waters of the Desplaines originate in Keno- 647 sha County, a very little bit runs up into the edge of Mc- Henry County, but not much. There was a big marsh located in and about the head waters of the Desplaines River. I could not say how many acres there are init. I should say there was in the neighborhood of 6 or 7 square miles. There is more than seven sections of land in there. There was drainage op- erations carried along the head waters of the Desplaines by what is called plow ditches. By that I mean a big 2975 plow that is drawn by a capstan which digs a ditch 6 feet wide and 4 feet deep and rolls the dirt out and throws it out about 3 or 4 feet from the bank of the ditch. It is ealled a bull plow ditch. In Lake County we have about 150 miles of these ditches. They empty into the Des- plaines River and several of them into small lakes which drain into either the Desplaines or the Fox River. I know the eastern edge of McHenry County. There are swamps located there which have been drained into 2976 the Fox River. The biggest part of them were drained by these plow ditches. There is one dredged ditch put in there about nine or ten years ago. All of these opera- tions have been put into effect during the last ten years. I know the Desplaines River and the Fox River since the fall of ’71. Before the construction of these opera- tions the Fox River in the northern portion of Lake County was real high and would keep the water back in the sloughs until a time when the dam at McHenry went out, and also down below; 1t was about six miles farther down, another dam used for a grist mill. Those old dams went out and then the lake got down so low that they went to McHenry and put in another dam just south of McHenry village, about three feet high. That raised the water about a foot or foot and a half in Fox Lake. 2977 In its original condition the width of the river was 648 about 200 or maybe 300 feet wide. In extreme dry times before these drainage operations it would be very low. The Desplaines River as a rule is a low sluggish river in our county. During times I have stepped across the channel and not got my feet wet walking across. In places in dry times it would be two rods in deep holes and then in other places it would not be three feet. Since the drainage operations have been completed, the Desplaines River in its lowest places has water at least two feet deep, in the shallowest places in the river since that time, and all the way from three to four or five rods across. The Desplaines River carries more water since. The Fox River carries more water since. The water from the sloughs and surrounding country gets into the rivers quicker and faster than it did before. The rain falling on the country is carried off by the tiles to the ditches and by the ditches to the river. 2979 Ihave some pictures which I now show you. The first picture which is marked No. 1 with the name H. L. Hay- mer, I recognize, and the place that the photograph pur- ports to be a reproduction of. That picture was taken in Vernon District No. 1, after a rain in the spring and shows the condition of the lands. The photograph truly, 2980 faithfully and correctly reproduces the scene which then and there existed. The water that is displayed in the picture lies along the land on the line of that ditch we put in there and the depth of the water in the picture is in the neighborhood of a foot or a foot and a half. The strip of land that is seen is about thirty to forty rods 2981 wide and about ninety rods long. The date the picture was taken is April 30, 1900. I was there when the pic- ture was taken and saw it taken. That is the things re- produced by the picture. It truly, accurately and cor- rectly portrays the conditions that then and there ex- isted as known to me. 649 Mr. Curprerrietp: I desire to offer this picture in evi- dence as illustrative of the scene which there existed. Objection by plaintiff; objection overruled. Whereupon said photograph was received in evidence by the court and marked Exhibit 27. 2982 I recognize the picture which is marked No. 2, H. L. Haymer. I was there when that picture was taken and am familiar with the scene which that picture pretends to reproduce. The picture truly, accurately and correctly reproduces the scene which there existed. The depth of the water shown in that picture is from a foot to three feet, and the place that is purported to be reproduced by the picture is thirty rods wide and it narrows down. The picture is a true representation of the scene that existed on that day and at the time it was taken. Mr. CuHIPERFIELD: I desire to offer No. 2. Mr. O’Conor: Same objection. 2983-4 Objection overruled. 650 Whereupon said photographs marked Exhibits 27 and 28, respectively, are admitted in evidence, and are as follows: No.Z No.2, 27 Vernon district. 5 Bubs ae 28 Vernon district. eo As prieiiy i. S Ew eS, ‘sath eS See “ ~ > 5S Se Se Sis y es ¢ 7 PCL ADOT ITI bol 2985 Now the picture which is marked No. 3, H. L. Haymer, I know. It was taken April 30, 1909, on the same day. I was present at the time the picture was taken. The picture truly, faithfully, accurately and correctly repro- duces the scene which there existed. The water portrayed in the picture is a foot or a foot and a half deep. The scene represented is a strip of water about twenty rods wide. It is a true, accurate and correct representation of the thing as it then existed at that time. Mr. CurperFretp: I desire to offer the picture in evi- dence. Mr. O’Conor: Same objection. Objection overruled. 2986 The picture marked No. 4 was taken on the same day, April 30, 1909. It is a true, accurate and correct re- production of the scene there sought to be presented, which was presented at the time. I was present. The water that is shown there is a part of this picture—we took a boat and went out and measured the water and it was four feet deep. This picture does not show the width of the water clear across. As produced here it is about 100 rods wide. The scene is in the Seavey Slough District. The other three pictures are in the Vernon Dis- trict. We took the pictures of both districts on the same day. The water shown in these pictures is being carried off through these ditches. The condition of overflow shown in the Vernon District extended over the entire 2987 length of it. The condition which is reproduced in No. 4, there was about four miles of it. 2988-89 Mr. Curperrietp: I desire to offer the picture in evidence. Mr. O’Conor: Same objection. Objection overruled. "Which said photographs, marked Exhibi respectively, are in words and figures follc p * b Seeker) | ee es 7 a i - r . ‘ 2 ’ : - > Fs . a a) ? ? ? > \ x - - . * > + No.4. 30 Seavey slough district. 29 Vernon district. 653 2990 Cross-Examination by Mr. O’Conor. The photographs show unusual conditions in the spring, but there was water in that marsh all the year 2991 around more or less. The natural water-shed was in the same direction that the water is now carried in the ditches. A. C. Morrtson, a witness for the defendant, being sworn, testified as follows: Direct Exanunation by Mr. Chiperfield. . My name is A. C. Morrison, I reside in Martinton, 2992 Iroquois County, Illinois. I am a drainage contractor. Martinton is located in the north center of Iroquois County. It is almost due north of Watseka. It is south 2993 and some east of Kankakee and almost due west of Rensselaer and is 6 miles from the Iroquois River. The principal smaller streams located closer to us are the Beaver Creek and Pike Creek. Beaver Creek starts over in Indiana and runs in a westerly direction and empties into the Iroquois River. 2994 J have been a drainage commissioner for 22 years of Martinton Drainage District No. 3. There is 60,000 acres drained by it. There are 36 miles of open ditches in No. 3. They are scraper and dredge ditches. From these 2995 ditches there are laterals. The main ditch runs 30 feet wide and 7 feet deep and empties into the Iroquois River direct. In Martinton No. 1 there are 6,000 acres, 6 miles in ditches, and it empties into the Iroquois River. Its ditches are 20 feet wide and 5.5 feet deep. 2996 Martinton No. 2 drains 20,000 acres, 12 miles of ditches 30 feet wide and 8 feet deep and empties into the Iroquois River. 654 No. 3 has 23,000 acres in it, 36 miles of ditches, 30 feet wide, 7 feet deep and empties into the Iroquois River. No. 4 has 3,500 acres, 6 miles of ditches, 25 feet wide and 5 feet deep, and empties into the Iroquois River. Papineau & Martinton No. 1, 6,000 acres, 5 miles of ditches, 25 feet wide and 5 feet deep, and empties into the Iroquois River. The Big Beaver has 8,000 acres, 8 miles of ditches, 30 feet wide and 6 feet deep and empties into the Iroquois River. Little Beaver has 4 miles of ditches, 6,000 acres, the ditches are 25 feet wide and 25 feet deep, and empties into Beaver Creek. Beaver No. 1 has 6,000 acres, 12 miles of ditches, 30 feet wide and 5.5 feet deep and empties into Martinton No. 3. 2997 Beaver No. 2 has 5,500 acres, 18 miles of ditches 30 feet wide and 6 feet deep and empties into Martinton No. 3. Wichard Drainage District, 8,000 acres, 6 miles of ditches, 25 feet wide and 6 feet deep, and empties into the Kankakee River. Concord & Sheldon, 10,000 acres, 9 miles of ditches 30 feet wide and 7 feet deep and empties into the Iroquois River. | Blackstone Drainage District has 7,000 acres, 4 miles of ditches 25 feet wide and 6 feet deep and empties into the Iroquois River. Middleport & Martinton has 12,000 acres, 10 miles of ditches 25 feet wide and 6 feet deep and empties into the Iroquois River. Crescent & Iroquois has 8,000 acres, 5 miles of ditches 25 feet wide and 6 feet deep, and empties into Spring Creek, which flows into the Iroquois River. 695 Iroquois & Crescent No. 2 has 4,000 acres, 8 miles of ditches 30 feet wide and 5.5 feet deep, and empties into Sugar Creek. LaHogue Drainage District has 17,000 acres, 22 miles of ditches 28 feet wide and 5.5 feet deep and empties into the Vermillion River. 2998 Oliver Drainage District in Livingston County has 12,- 000 acres, 14 miles of ditches 25 feet wide and 7 feet deep and empties into the Vermillion. Danforth & Ashkum Drainage District has 22,000 acres, 20 miles of ditches 30 feet wide and 6 feet deep and emp- ties into the Iroquois River. Ashkum No. 1 has 10,000 acres, 5 miles of ditches 22 feet wide and 5 feet deep, and empties into the Iroquois River. Possum Trot Drainage District has 17,000 acres, 12 miles of ditches 25 feet wide and 7 feet deep and empties into Sugar Creek, which empties into the Iroquois River. Artesia No. 4 has 6,000 acres, 7 miles of ditches 25 feet wide and 5.5 feet deep, and empties into Spring Creek, which empties into the Iroquois River. Milk’s Grove Drainage District has 6,000 acres, 20 miles of ditches 30 feet wide and 10 feet deep on the average, and empties into Langham’s Creek, which emp- ties into the Iroquois River. Crescent Drainage District No. 1 ne 4,000 acres, 95 miles of ditches 30 feet wide and 10 feet deep and empties into Spring Creek. 2999 Ash Grove Mutual has 8,000 acres, 7 miles of ditches 25 feet wide and 7 feet deep and empties into Sugar Creek, which empties into the Iroquois River. Middleport No. 1 has 8,000 acres, 7 miles of ditches 25 feet wide and 5 feet deep and empties into the Iroquois River. Milford & Ash Grove, 12,000 acres, 6 miles of ditches 696 20 feet wide and 6 feet deep, and empties into Sugar Creek, That makes a total of 255,000 acres drawed and a to- tal length of ditches of 274 miles. 3000 I am personally familiar with the land composing the drainage districts, a list of which I have given. They have all been constructed in the last ten or eleven years. Before the construction the surface of the land in the districts was low and wet. They were only farming the 3001 highest lands. The water would just simply stand in the low parts at various depths, some 5 or even 6 feet in depth. Since the construction of these districts the sur- face of the land is all farmed. It is carried off in tile through these drainage districts. There has been thou- sands of miles of tile put in since the construction in these districts. Very little tile before the districts were con- structed. I think there are very close to 300,000 acres 3002 drained by the 57 drainage districts in Iroquois County. All of these districts discharge into the Iroquois River. Before the completion of these districts the Iroquois River was fordable at low water times at at least three different places in our county. 3003 The sub-soil under most of these lands varies from lake sand, in some places, to joint clay, blue clay, and hard pan. Where there is hard pan and blue clay the water does not sink into the ground, but to some extent it ean sink through the joint clay. Where there is blue clay and hard pan it stays on top. Since the construction of these districts we have been unable to ford the Iroquois River. The water is higher 3004 I think at least two feet. The river carries more water and there is always more current in it. It is a faster stream than it used to be. I know something about the drainage operations in Kankakee County. From Kankakee up the river there 657 has been quite a number of districts constructed during the last eight or ten years. They drain into the Kanka- kee. Before the ditches were constructed that was a big swamp, probably a hundred thousand acres. There was water standing in the swamp nearly all the year through. 3005 It was not so awful deep, 1t was more of a level low piece of ground. There were no farming operations in the swamps. At the edge of the swamps they did a little farming. Improvements have been made in the last ten years, since which the land that I speak of is cultivated, most of it. Some of it isn’t good enough to cultivate. The water now leaves the surface more rapidly than it used to. 3006 The tiles are running the year through. The ditches are running. I believe I have some pictures of the typical changes in the condition of the country before and after the drain- age, | (Photographs handed to the reporter and marked Eix- hibits 31, 32, 33 and 34 for identification. ) 3007 Exhibit 31 is an old ditch, where the dredgers have been run up there. It shows the deepening of an old ditch. That was done in Martinton No. 3, I think, about four years ago, along in August, and it correctly por- trays the conditions that are presented, to my personal knowledge. Hxhibit 32 is a photograph of the same locality. I was there at the time it was taken, but the conditions are changed from those shown in the other exhibit. It truly, 3008 correctly, accurately portrays the scene there present- ed. The body of water in Exhibit 32 is from eight to ten feet deep and from 32 to 34 feet wide; 32 was taken a couple or three months after 31. It was before the completion of the whole ditch, but at that point it had 3009 been completed. 698 Mr. Curperrietp: I desire, if your Honor please, to offer in evidence Exhibits 31 and 32. Objection by plaintiff; objection overruled. Which said documents were thereupon marked Defend- ant’s Exhibits 31 and 32, respectively, and are in words and figures as follows: 3010 Exhibit 31. 3011 Exhibit 32. ‘pe bpespas —ie\n\ suyuow Bird (oie SOA meh @, IWNS ae PAO AOTN Wor a ll ss YAP pebpos el Te ~ ve 659 ‘ 3012 Exhibit 33 is the same ditch only in a different position and represents another section of the field, truly, cor- rectly and accurately. JI was present at the time it was taken. Exhibit 34 is the same ditch, not exactly the same point. It is farther down the stream, half a mile far- ther. The water shown in the picture is about 10 feet 3013 deep. The width of the ditch is between 30 and 40 feet and is one of the ditches I testified about that drains that district. It is Martinton Number 3, and was made the same time in September and correctly shows the scene there presented. Mr. CurprerFretp: I desire to offer Exhibits 33 and 34 in evidence. Objection by plaintiff; objection overruled. 660 Thereupon said documents were so marked and are in the words and figures following: 3014 Exhibits 33 and 34. ‘pebpeipei— 4ayn) Sujyow jorerss CE SO PWOG He ‘Ey Plsysi — = UO\UIOYW 4 Yop pebpoaicy c¢ rs 661 3015 I have lived in that neighborhood about 37 years but during the 24 or 25 years I have been a drainage con- tractor and have constructed 30 per cent. of the work in the districts I have testified to. I am acquainted with the Oliver Ditch in Livingston County. Itis a large ditch that was constructed to carry water from the south side of the T. P. & W. Railroad. It lies south of Chatsworth and runs in a northerly and westerly direction into the Vermillion River. It drains 3016 about 10,000 or 12,000 acres. Was constructed about seven years ago. After heavy rains on these lands it goes into the ditches and then into the rea eans and of course to the river. Cross-Examimation by Mr. O’Conor. The water I speak of in Iroquois County is carried along in the natural water shed, 3017 Tuomas Rowen, a witness for defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Thomas Rowe. I live in Essex, Kankakee County. I am connected with the Essex and Kankakee Drainage District in the Town of Essex and Kankakee County and the Town of Ritchie, Will County. The dis- trict contains 3,300 acres partly in Will and partly in 3018 Kankakee Counties. When they commenced operations the territory con- sisted of ridges and sloughs. Two-thirds or better of the property was covered with water all the way from two inches to two feet. We constructed five miles and a half of ditches with a 12-foot finish and increased or dimin- ished as we went up one foot to the mile. The water 662 stood on the land from the first of November until the first of July. The land is perfectly dry now. The ditch 3019 was completed July 20th last. The outlet is Horse Creek, which empties into the Kankakee River. Accord- ing to the season sometimes Horse Creek will rise ten to twelve feet in a day. 3020 The district ditches are very nearly full; sometimes they overflow. No water on the land where the ditches 3021 have been constructed. There are other districts that I know of. One is in the Township of Pilot in Kankakee. Possibly 10,000 to 15,000 3022 acres drained by it. Since the improvement the water comes quicker in wet times. ‘The stream carries it quicker. There is another district in the Township of Sumner on the eastern part of Kankakee County. The ditches 3023 are about four miles long, ten to twelve feet wide on the bottom. It drains nearly a whole township. The ditch is used for the tile as laterals. In every one of the districts there is used a great deal of tile. Some of the districts have as high as 200 carloads of tile from 18 inches to 10 inches. The tile certainly drains it very much quicker than if it had to soak through the land. 3024 I don’t think there was a drainage district in Kanka- kee County twelve years ago. I know all of the country north of the City of Kankakee clear to the county line. A few years ago it was nearly all covered with water. Since that time they have dug private ditches and put in tile. HEvery acre of that country you mentioned has got tile and it has nine-tenths of it been done in the last twelve years. This section of country out past the asy- lum farm was not capable of being cultivated before it was tiled. Two-thirds of the county has been changed by tiling. The water discharges into the Kankakee River. 3025 Since these operations the Kankakee River seems to 663 have washed out a great deal and got deeper and wider. The effect is that there is more water in the wet times 3026 and less water in dry times in the river. The greatest quantity goes towards the river in the spring when the frost is going out and the snow is melting, that cannot oo through the tile, and in carrying the water off now it takes days where it used to take weeks. 3027 Cross-Examination by Mr. O’Conor. The water always comes to the Kankakee but it would take longer. It had to go there, there was no other way to get away. In dry times the Kankakee is lower than it was before. There isn’t as much water in it now as formerly. In olden times the lands were wet and when the rain came it overflowed. 3028 Warren W. Leacu, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Warren W. Leach. I reside in Rushville, Schuyler County, Illinois. I have lived there 52 years. 3029 During that length of time I have been thoroughly fa- miliar with the [llinois River. Have been boating on the river all my life since I was 13 years old. I am acquainted with the drainage districts located in Schuyler County. There are two completed districts and one that is formed but the work is not any more than commenced. The completed districts are the Coal Creek District and the Crane District. The Coal Creek District embraces 6,711 acres and the Crane District 5,094 acres. I spread the assessments on all of them. Coal Creek District is about four miles long; Crane Creek District is something like a mile or a little better. 664 The walls of the levees would be ten or twelve and I think fourteen feet in some places. They stand back from the river close to 100 yards. Before the levees 3031 were constructed the [llinois flowed out of its channel and across and came up over the bank and went over the surrounding districts in times of high water, all over the low ground. It flowed over the ground that is now occu- pied by these districts. It stood in the neighborhood of a mile or a mile and a half wide and it would run on the other side of the river from four to six miles in width. The river was anywhere from five miles to several more 3032 in width. Very nearly seven miles or a little more in width before the construction of the levee district and it would occupy the entire bottom. Since they have com- pleted them they are a success and have shut the water out of there. The district now being constructed is the Big Lake Drainage and Levee District. The Coal Creek District was constructed between 1895 38033 and 1900. I don’t remember the year it was finished. Cross-Examination by Mr. O’Conor. Those I speak of were completed some time about 1900. I don’t know how far down the river we are from Henry or how far from Grafton at the mouth of the river. Coal Creek District is practically right west of Beards- town. 3035 Grorce T. Dowsn, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is George T. Dowse. I reside in Lockport and have lived there 54 years. My business is dredg- ing, steam shovel work. 665 I have been acquainted with the Desplaines River above the point where the Sanitary District channel flows in all my life. The Desplaines River before the Sanitary Dis- 3036 trict channel emptiesin hes west of the Sanitary District channel above Joliet at the upper basin, down on the east side of the old canal and on down the line. It runs all the way from 500 feet to a mile at places from the Sani- tary Canal. Before the Sanitary District channel was constructed the Desplaines River in dry seasons of the year was very shallow; in wet seasons the same as this it was very high. The condition of the Desplaines River above the point where the Sanitary District canal enters - it in the last eight or ten years would probably be a foot deep, from that to two feet. Most of the time a stream of water has been flowing in the Desplaines River. I know where the Sanitary District canal empties into the Desplaines River. 3037 I have seen the Bear Trap Dam two or three times a year. I often go there. When I have seen the Bear Trap Dam I should judge there was about a foot of water flowing over the dam. It empties into the Desplaines River at Lockport. The Desplaines River at the point where the Sanitary District canal empties into it car- ries all the water that is naturally found in the Desplaines River. After the Sanitary District water enters the Des- plaines River it runs south down to and by the coke ovens of the new gas plant in Joliet into what is called the upper basin at the Robey street bridge. Running down from the upper basin over the Jackson street dam and on down through in this direction. 3038 The Sanitary Canal and the Desplaines River come in together into the old canal at the upper basin at Joliet. The Desplaines River does not run into the Sanitary Canal anywhere. The Sanitary Canal runs into the Des- plaines River. 666 In the upper basin at Joliet, the stream is about 400 feet wide below the Jackson Street Dam on down all the way up to 250 feet, maybe wider. I don’t know exactly. 3039 The Bear Trap Dam at Lockport is 160 feet wide. Where the water goes through Joliet the banks of the stream are not built up with any permanent work except on the east side of the river at the Sanitary Canal where there are walls of concrete and clay. Where the river is confined by these walls at Ninth street, it is about 400 feet wide. It varies from 200 to 500 feet. The narrow 3040 points between Sixteenth and Ninth streets in Lock- port and from Sixteenth street down to the K. J. & EH. bridge is a very wide part. From the E. J. & E. bridge down to the Robey street bridge it is narrow. At that point the Desplaines River flowing all of the water that is found in the river naturally and all of the water that comes from the Sanitary Canal is not over two feet deep. At Ninth street I should judge the current is running at the rate of three miles an hour. At these narrow points where the river is narrowed down to 200 feet, 3041 the water is two or two and one-half feet, | should judge, and flowing at the rate of three miles an hour, which carries all the water of every kind that comes from the Sanitary District. Where the river spreads out and is from 500 to 1,000 feet wide it would range in depth from two feet to six inches deep. J should think taking it in its deepest part it is flowing probably two and one-half or three miles an hour; in the shallow part about three to three and one-third miles an hour. There is no water that is discharged by the Sanitary District at Lockport that is not carried in that stream in that way. That condition that I have described has not changed during all the time that the Sanitary District channel has been operated, 667 3042 [know Hickory Creek and Spring Creek. Under ordi- nary conditions Hickory Creek is a very fierce little 3043 stream. Spring Creek is southeast four or five miles below where the Sanitary District water enters the Des- plaines River. Hickory Creek also enters the Desplaines River below the place where the Sanitary District water comes in, something like two and one-half miles. Neither Hickory or Spring Creek are fed in any way by waters from the Sanitary District. 8044 Six or seven years ago we had quite a freshet on Hick- ory and Spring Creeks. At that time both creeks were overflowed and ran over the Rock Island tracks east of Joliet, down over Eastern avenue and Jefferson street and at that time there were two or three lives lost. Down through that part of the city Hickory and Spring Creeks made a stream a mile wide. Right along on Chicago street and on Jefferson street 3045 there was about eighteen inches of water. They are a little lower streets than other portions of the city. Where the people were drowned the stream got so deep that they could go around in boats and did go around in boats getting the people out of the houses. That condition con- tinued probably twelve hours or such a matter. Spring and Hickory Creeks run back east quite a ways into the country. J think Hickory Creek runs back in the Calumet region. I have known floods like this to occur twice. The last one was after the Sanitary Dis- trict channel was opened. The Sanitary District did not add any water to that creek. 3046 Iam acquainted with the Illinois River and have been since 1880. I have been engaged in dredging at La Salle, Henry, Copperas Creek and Peoria. I have had about fifteen years dredging experience on the Illinois River. I knew it before the Sanitary District channel was opened and had an opportunity to see and observe the stages of the Illinois River since. 668 3047 I think since the Sanitary District was opened as com- pared with the stages before the Sanitary District was turned into the Desplaines River, there is probably eight to twelve inches difference. I have seen the Kankakee above the point where the Sanitary District waters and the Desplaines enter it. You can see it for a couple of miles. I have seen it at a point below where the Llli- 3048 nois River is formed. Where the two streams connect the river always looked a little wider and deeper than other places on it. With the exception of being a little wider and somewhat deeper, there is no difference. I should judge probably the Illinois River below the junction of the Desplaines and Kankakee was 500 feet, maybe a little wider. I have seen it when at lots of places you could see the rock since the Sanitary District channel was opened. When I say there has been a difference of eight to twelve inches in the stage of water, I refer to the low water. 3049 Cross-Examination by Mr. O’Conor. I am not in the employ of the Sanitary District, have never been in their employ, have never done any work for them. I was a witness for them once in Chicago, not in the same kind of a case, about seven or eight years ago. : I was never engaged to do any work for them at Lock- port. I never took any measurements of the water there but just read the gauge there sometimes when I would be there. I have read the gauge at Lockport when a foot of water was going over the dam. I haven’t any judg- 3090 ment as to the number of cubic feet flowing over the dam. I could not say as to whether I ever saw more than one foot of water flowing over the dam at Lockport. I saw the dam last summer. It might have been July or August. I looked at the dam to see how much water 669 3051 was going over. There might have been a foot or more, Il don’t exactly know. [ cannot say when I saw the dam before. I would go over there two or three times a year; somebody would come to Lockport and we would walk over to see the controlling works. Just take our friends along, did not go to make any notations of the flow. There is an opening there other than the dam where they run their power with. It is on the south end of the dam. I cannot say this summer whether it was in July, August or September. It might have been May. I can’t recollect who was visiting me. It was on Sunday. It was between Labor Day and the Fourth of July. 3053 My judgment as to the width of the dam is based upon what I heard the builders say in 1893 or 1894. I do not know that I am unable to figure cubic feet. I don’t know how fast the water would flow over the dam. 3054 It was going a good deal faster than it was coming down the Desplaines River. I have seen the dam when there was a foot of water flowing over it; also seen the Desplaines River when there was a foot of water flowing in it. I could not say how much more water was going over the dam per minute than was going past a given point in the Desplaines. If there was a foot of water coming over the dam and a foot of water in the Desplaines River there would be more water in the Sanitary Canal. If the water had a chance to spread and was coming three times as fast as the river is flowing there would not be three times as much. ‘The water would spread out to where they were together. 3055 The Desplaines River at Ninth street is 350 to 400 feet wide. I could not say when I have seen the Des- plaines River at Ninth street during the dry weather sea- son. I have seen it in the summer time when I would 670 3056 go across that bridge. I have seen a foot of water there this summer during the summer months. The Des- plaines River has run a foot higher during the summer along there than it has been in two years. I have seen the Desplaines all summer, it was a foot deep. I would not know the amount of water flowing over the Bear Trap Dam if it was two and one-half feet deep or the speed at which it flows. I know the territory that belongs to the Sanitary Dis- trict that lies below the dam in the Desplaines Valley there. They own probably three-quarters of a mile wide 3057 for a distance of two miles and a half. After we get down the river three miles there is a big marsh; the river spreads over the marsh. 3058 I think the Sanitary District has added from the con- trolling works about a foot where the two streams come together. The water of the Desplaines River flows faster or slower depending upon the season. If it is a dry season there isn’t much water running in the Desplaines 3059 River. In dry season the Sanitary District has in- creased the flow both in quantity and in velocity some- what; not very much. Probably would put a foot more water in there. 3060 The lowest water I ever saw going over the dam may have been two feet during some of the time. There would be about a foot of water out of the dam. I think in the summer time there is less water flowing over the dam than in the winter time. The government won’t 3061 allow them to draw so much water in the summer time as in the winter owing to the shipping in Chicago. The shipping season opens about the Ist of April. I never remember being there in the winter time. I have not dredged any at La Salle since six years ago this summer. I was dredging at La Salle in Sep- tember and October six years ago, in the La Salle basin 671 at the point where the canal runs into the Illinois River, just at the point down below the zine works. Before that 3062 I dredged the year previous, in 1905. I was there four different times before 1905, the first time in 1884. I determined that the river had been raised there, I think, eight to twelve inches in the different times I have been on the river working. In 1894 there was some difference. If we had a little rain up north we would get a little rise in the river. I done work there in 1905 and 1906, or 1906 and 1907. There was a little difference I noticed in 1905 as compared with the year 3064 1894. There was a little rise. I think 1t was 1906 and ’07; I was there only twice. It was two of the three years, 1905, 1906 or 1907. I got there on the 9th day of September the first year. The water was probably then 3065 about a foot higher than it would be in real dry sea- sons. It was over the mitre sill of the lock. I don’t know what put it there unless it was the rain. I did not 3066 make my conclusion that the level of the Lllinois River was eight to twelve inches higher than it had been prior to that time at that time. I noticed it at different times prior down the river, down at Henry and Copperas Creek. I would see more water flowing over the dam than when I was first down there in 1897. In 1897 I put flash boards on the dam at Henry. If I remember rightly, they were twelve or fourteen inches 3067 high. The last time I was at Henry there were no flash boards on the dam. I should judge there was ten or twelve inches of water going over the dam without any flash boards. We put flash boards on because the water 38068 was so shallow in the river at those places we dredged out so that the boats could go through. The boats did not go over the dam in 1906 while I was there. They do so every spring. J don’t know the gross quantity of water flowed in the Illinois River during any month of 672 the summer, or how much of that water in the Illinois River comes from the Sanitary District or from other places. 3069 The point I have in mind as a matter of conclusion that leads me to say the river has increased in height from eight to twelve inches in I have noted the dam in dry seasons when I was down there four or five years ago, The water was running over the dam in the month of September when I was there and before in the month of September it was not running over before the Sani- tary District water was turned into the river. 3070 The mitre sill that I have formerly referred to is in the bottom of the lock at La Salle, lock 15. It might be about twelve feet below the top of the lock. By the use of the mitre sill is the only way we had of telling about the water. We would go over and look at the gauge and the gauge of that water and we were able to tell the height of the water on the mitre sill, so we could see about the boats goimg over. The water backed up in this from the river. If the river backed up over this 3071 sill we could tell by that. We would know just about the condition of the water on the mitre sill. That gauge was there to explain to the lock tender what water he had over his mitre sill. It is not true that the condition of the mitre sill depended on the water in the canal from the lock on down to the river, because below there where the stream has come from Joliet it is shallower than up this way. There is no other spot that I have made a conclusion that the water has increased eight to twelve inches only I had been down on the canal and I heard people at Ot- tawa and down the river say that the water is higher in . the river than before the District turned it in, but I couldn’t see it that way. I never could see it, because I never thought the amount of water that went over the 3072 Bear Trap Dam could raise the water that high. 673 I believe about 200,000 cubie feet of water goes over the dam. I noticed down this way that the river is higher than it used to be. I should say 10 or 12 inches. Here at Ottawa I have a general recollection of what it used to be and I think it is about ten inches higher than it used to be. 3073 I noticed coming down on the train this morning that the Fox River was up a little bit, but you could see the sand piles, coming across the Rock Island you could see the sand ridges. They were on the south side of the Rock Island bridge. The sand piles probably changed every year. I think I first noticed the river was ten inches higher at Ottawa the first time I came down here after the water 3074 was turned in. That was in 1902. I have been over here on the bridge across the Illinois River on La Salle street. The river looked a little higher. I had no object by which I made measurements or calculations, just looked at it. That is not the way I made all my observations, just by 3075 looking at it, but by the height of the water flowing over the Henry Dam and Copperas Creek. I know the water is from 8 to 12 inches higher in dry seasons going over those two places than it was before the Sanitary District turned the water into the canal. That is going over the dam at Henry or Copperas Creek. In 1906 or 1907 I noticed the water in La Salle was probably a foot higher. It would not be as high here as it would be at Ottawa. I made the determination at La 3076 Salle in 1906 or 1907 by taking that point from a place down opposite the zinc works where we tied up our boats. I know that was in 1897 before the water was turned in. Then I went back again and I noticed on the crib at the zinc works, I noticed the water was a foot higher than it was when I was there before. It was about the same sea- son of the year. | I don’t know the amount of rainfall that had taken place 674 prior to both observations but it is my conclusion the water had been raised about a foot. It was the same in 1906 as in 1907. It is higher now than it would be in a 3077 drier season. The only thing I can judge it from is where I am working, the Desplaines River is higher than it has been for three years. I have not seen the Illinois River since 1907. I first knew I was going to testify in this case last Sat- 3078 urday. A man by the name of Delaney called me up and said Mr. Nadelhofer wanted me as a witness down at Ot- tawa. Mr. Nadelhofer is employed by the Sanitary Dis- trict. I have not made any observations along here for the purpose of testifying. I do not think the [llinois River was two or three feet higher in 1906 than it was when I last saw it. The last time I saw the river was four years ago. I did not make any calculations at that time. 3079 Q. I am talking now about this one foot calculation you made. Are you willing to be bound by the statement it was one foot or might it not have been two feet or three feet? Mr. CuIPeRFIELD: I object to the part of the question that requires the witness to be bound by the statement, That is on the same line as ‘‘Are you willing to swear,’’ and so and so. The Court: I think I will overrule the objection. To which ruling of the court the defendant, by its counsel, then and there duly excepted. A. Why, at the time I was there I would be willing to bind myself it was about a foot, but of course after 1 went away from there there might have been heavy rains or something that would raise it higher. There isn’t anything else that would raise it besides heavy rains that I know of. I have not observed the trees three or fours years ago along the banks of the Illinois 675 River or whether they are standing out in the water now. 3080 I did not have any reason to make observation going down the river at that time. I did not. Whether or not the trees along the bank of the river during the summer months are now standing out in the water or whether lots of them are dead, I do not know. 3081 Joun Donovan, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is John Donovan, residence Chicago. I am a steamboat captain. J have a contract with the City of Chicago. I have been in the boat business all my life. I have been boating between Peoria, Pekin, Havanna and Chicago and been engaged in the business 23 or 24 years. I am now engaged in Chicago running a canal boat. 3082 I am acquainted at Lockport and a little in Joliet, also with the Desplaines River. I have lived very close to it for a while. I lived in Lockport. I live in Lockport and when I ain’t working in Chicago. I have known the Des- plaines River for 25 years. I know how it used to be in times of low water. It was very low. During the last eight or ten years above where the Sanitary District channel comes into the Desplaines River, I have observed the Desplaines River with ref- erence to the amount of water it carries. It is over the bank there sometimes. I believe the Desplaines River 3083 carries more water in the last eight or ten years than it did previously. It does at Lockport where it enters into the drainage. I have seen the controlling works and drainage canal a good many times and been acquainted with them since . the Sanitary District channel was opened, and have seen 676 the water flowing over the bear trap dam. At times I have seen the water flow over the bear trap dam when it did not appear as if there was more than six or seven inches going over. I have observed it from the bridge running across the channel at that point. 3084 From the point where the junction is made by the wat- ers from the Desplaines River and the Sanitary District, the water keeps on going down through the Desplaines River through Joliet. I have seen it in Joliet. In the 3085 narrow portions in the town the river is about 150 feet wide. There is a concrete wall on one side or both sides. It is not any wider now than it was before the Sanitary District was opened. After the Sanitary District was opened it don’t look to me as though there was more than four or five feet of water at that place. There is 3086 no way for the Sanitary District water to be carried off except through the Desplaines River as it flows through Joliet. The current at that place is about three miles. After that it goes south and finally joins the Kankakee River. Before it reaches the Kankakee River, Spring Creek and Hickory Creek flow into it. I know Hickory Creek, but I am not very well acquaint- 3087 ed with Spring Creek. I think in 1882 Hickory Creek drowned out everything there. JI was going from Chi- eago to Lockport that morning and we couldn’t go up on the C. & A. and we went down to Joliet to get the Rock Island and she went up to Hickory Creek and stopped there. The stream was all over the country there. Cov- ered a block or two where the train was stalled. I could not get to the station at Lockport on account of the water being headed off there at the penitentiary. The water eame down through there by the penitentiary. T have seen Hickory Creek in times of high water once _ before that. There has been high water in Hickory Creek from time to time during the time I have known it. 677 3080 I have done boating on. the Illinois River and have been up the old canal as close as I could get to it where the Desplaines flows into the Kankakee and forms the Illinois. Since 1900, I have seen where the Desplaines flows into the Kankakee. I have never been able to see any difference. I could see the cattle ford the river just the same, standing out there in the water and walking back and forth since 1900. The stream could not be any 3089 wider. It would be probably a couple of blocks or may- be 400 feet. I have boated on the Illinois River as far as Pekin, Peoria, Havanna, Chillicothe and along there and up this way as far as Shippingsport. During the years I was on the Illinois River I had an opportunity to observe the stages of the water before the Sanitary District was opened and had an opportunity to observe the stages of the water since the Sanitary District was opened. 3090 When I navigated the river down there in low water when I would leave La Salle, I used to have landmarks away down to those bridges, I would have marks. The reason I have those landmarks is because it used to give me kind of an idea how close I wouffl have to run for the channel in low water. In low water we had to have those marks. I had them before the Sanitary District run through there and [I had them afterwards in low water. : The first time I was down there after it was opened up in July, the only difference I could see was that there Was six or seven inches, maybe, in 1901. 3091 Based upon my knowledge of the Illinois River up to the present time in low water, I would say that there is a little difference. I would put it at a foot. In high water you could not get at the difference at all. If it was high water it was done by the rain and such as that. I know the high water on the Illinois River before 1900. 678 I have seen the water on the Rock Island tracks from Peru, 21-foot rise. I don’t believe I have ever seen it as high since. 3092 Cross-Examination by Mr. O’Conor. I was on the Illinois River last, maybe four years ago this summer, August or September. There was a good fair stage of water. It was not low or high. Since the district was turned in [ have noticed just a little differ- ence. T said the low water you could notice a little difference, about 12 inches. The stream travels faster, more cur- rent at the wider places. I don’t remember whether 1900 was adry year. I was in Henry July, 1901, I never took any gauges or measurements in order to ascertain how much of the water that passes was actually natural water and how much of it was Sanitary water. I have never been down at the Bear Trap Dam when there was more than six or seven inches flowing over it. The flow over the Bear Trap Dam was much faster than the Desplaines River was flowing, It had about a 12-foot fall there, I couldn’t say how fast. The Desplaines was going three miles, I mean at Joliet in the summer time. That is where they have confined the stream down there. I don’t know how much water flows over the Bear Trap Dam in the last seven years. I would not have any means of judging how many cubic feet pass over the dam when they have a 6-foot flow. The way I could tell I looked at the dam and you could see about six inches of water flowing there. I couldn’t tell how far down it was at the present time or anything about it or how wide the dam was. I believe in 1902 we had a cloud burst in the vicinity 3095 of Joliet. That was the time the city was flooded down- town. I don’t remember a cloud burst, I don’t remem- 679 ber whether it was a cloud burst or not. The flood was brought on by heavy rains. There have been several floods there. Spring Creek is higher in the spring than at other times. It is higher now at all times because they have got more water coming in at different places. They have got that all dug out and have sewers coming into it from all over, big tiles into it. They tell me there is more water in it now than ever. I last saw it three months ago. I think there was more water in it than formerly. I have seen it when there was no water in it. I have not seen it during the last ten years when there was no water in it. 3096 I never did any work for the Sanitary District. At low water since 1900, I have noticed an increase in the level of the Illinois River about a foot over what it was prior to that time. I couldn’t say definitely it was one foot, that is what I judged it raised, eight inches or a 3097 foot, or ten inches. Somewhere in that neighborhood. Rosert SHANNON, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Robert Shannon. I reside at Joliet. I am a dredging contractor and have been engaged in business in Will and Kankakee Counties. Have been dredging farm drains. Among the work which I have done in those counties, I dug Spring Creek in the City of Joliet, 80,000 yards, and 3098 from there | moved over to Kendall County and dug five miles, for farm drainage purposes. I could not tell the acreage that was drained but the land was drained for a mile on each side of the operations and some places less. It drained into the Fox River. 680 In Kankakee County I dug the Raymond Drainage Ditch, seven miles, located eight miles west of Kankakee, or near the central part of the county. It was 30 feet on top and 12 feet on the bottom, and an average depth of 6 feet. The Kendall County Ditch was 25 feet on top and 10 feet at the bottom. The Spring Creek improvement was 3099 40 feet on top and 9 feet cut, 9 feet deep. Spring Creek empties into the Desplaines River. The Kendall County improvement empties into the Fox River. The Kankakee County improvement empties into the Kankakee River. I am now digging four miles in Will County, a ditch four miles long, which empties into Spring Creek, and from there into the Desplaines River. That improve- ment is 20 miles away from the previous improvement in Spring Creek. Spring Creek, as far as I have done it, starts up in Green Garden Township and runs down through Joliet Township and empties into the Desplaines River south of the City of Joliet. Before I commenced to improve it Spring Creek at times was a good sized river; other times it was not so large. I say it was as 3100 large as a good sized river, it was 20 or 25 feet across, 3 to 5 feet deep. This improvement in Spring Creek was conducted four years ago; Kendall County three years ago; the Will County work last season and the Kankakee County work last season. The condition of the country in the vicinity of these ditches before I commenced to work was all water; afterwards it drained into the ditch and then into the rivers I mentioned. IT am acquainted with Hickory Creek. It is a part of Spring Creek, the two of them forms one at the lower 3101 end. I have known of high water on that country at times of rain in Hickory Creek. I have known it to flood the whole section of the country there, a section a 681 mile square. I should say eight to ten feet it would rise. I know of casualties happening there; at McDonough street they were driving across and two girls were drowned by the creek. The rise was so sudden; that was in June, 92. I know of people being imprisoned in the 3102 houses there at the same time. I helped them out. The house was along Joliet street, Desplaines street, Water street and up as far as Chicago street. The country was covered with water at a depth of from three to eight feet. We went about in boats in the public streets. That condition prevailed for three days. The Sanitary Dis- trict does not flow into Hickory Creek. The Sanitary District in no way feeds Hickory Creek. I know where the Desplaines River is located, have 3103 known it for 40 years. Before the Sanitary District was opened in low water there was always water there. Sometimes in different places two feet or three feet. I know certain places where there was 20 feet. During the last six or eight years since these drainage operations have been carried on, there is a difference in the amount of water that the Desplaines River carries above the point where it joins with the Sanitary District water. The river is higher above where the Sanitary District — comes in on account of the tiles and drainage flowing in there. It carries more water. 3104 TI have seen the place where the Sanitary District dis- charges into the Desplaines River. It is about 500 feet above Robey street in Joliet. The Desplaines River and Sanitary District current come together. I have seen the Bear Trap Dam. I have seen it every Sunday pretty near, used to go fishing up there on the Desplaines River. I have observed the water coming over the Bear Trap Dam. I have noticed it as much as four inches coming over the dam and as much as 10 to 12 inches coming over the 3105 dam. I don’t think I have seen more than 10 or 12 682 inches. There is no water of any kind coming from the Sanitary District channel discharged at the controlling works that does not enter the Desplaines River. The Desplaines River flows through the City of Joliet. In passing the portion of the city in the most thickly popu- 3106 lated portion it is about 320 feet wide; in the narrower portions it is about 220 feet. All the water that comes from the Desplaines River and all the water that comes from the Sanitary District flows between two walls constructed there. I should say at Jefferson street it was three feet six or four feet deep; the current 1s about two and one-half miles. I know where the Desplaines goes down and joins the Kankakee; I have fished there hundreds of times since 3107 1900. Below that point the river would be perhaps six 3108 feet deep. The water is deeper and swifter on the Illinois than it is on the Desplaines. At that point the Illinois River would be about two feet deeper than it was before the junction was made by the Desplaines and Kankakee where the two streams unite. The Kankakee River at its mouth is about three feet deep. Then after the Desplaines River would flow into it it would raise the Illinois about two feet. I should judge 3109 that the current there is running about four miles an hour. There is a tolerably steep slope at that point. I have been acquainted with the Illinois River below these points down as far as DePue Lake. That is located 3110 near Bureau Junction. I have been acquainted with the river since the opening of the Sanitary District chan- nel. I observed the river before the opening of the chan- nel. I was hunting on Dresden Islands for a good many years before the Sanitary District water was turned in there and afterwards. Since the Sanitary District was opened you could see something of a change in the level 3111 of the stream. On the point of the island I should judge 683 they raised the water from eight to ten inches since it was turned in. The river in ordinary stages is about 500 feet wide. It parts at the island, 250 feet on each side. Cross-Examimation by Mr, Butters. In order to tell the difference in the depth of the Lli- nois River you would have to know the conditions, all the conditions for a period of time before you attempted to give the measurement on that part of the Llinois 3112 around Dresden. I never measured it, but I have hunted there when I drew my boat up and we had a blind built there and the water has never raised into that blind yet, into the blind where we shoot ducks. That is about 12 ‘ inches above the water there. I could not tell where the average low water stage was. The average I was giving was on the water as I have seen it at times. I don’t know what the conditions were existing for a month or three or four weeks before those dates. I don’t think it would necessarily depend upon what the conditions were for a period of time be- fore | took my measurements in order to get the same period of time of the succeeding year and like conditions, to tell the conditions. If I was down on the shore to hunt 3113 or fish there, I could tell whether it was higher or lower 3114 at that point. If I was wading across, going there to a certain portion of it to hunt ducks, I would know whether it was high or low. I think I would know the compara- tive stages of water at that time. I don’t think a person who lived on the bank of the river or near to it and sees it from day to day would have a better opportunity than one who saw it but once every year or so. He may not observe it the same way. T am familiar with the Desplaines River just below Lyons. I know the spillway built there by the Sanitary 684. 3115 District. It is alongside of the river. I knew that be- fore that was put in a part of the water that flowed in the Desplaines went into the Chicago and into Lake Michi- gan. It turns that part of the water that used to run into Lake Michigan this way. I don’t know how large a part is drained by this structure. There must be some 3116 because it forced them to put it there. I don’t know what the area was. I am practically familiar with the Illinois River from Joliet to La Salle in places. I could not say to La Salle, just down to Starved Rock. Q. Have you observed in your travels down there the trees that are dead now, standing out in the water per- petually from January Ist, one year to January Ist, the . next year, have you observed that? Mr. Cureerrienp: I object, assuming that is true. a Objection overruled; to which ruling of the court, the defendant, by its counsel, then and there duly excepted. A. There are dead trees there. I know some trees grow in water, some that don’t. I don’t know they used to be on dry land. I don’t know whether they were ever on dry land. Q. Isn’t it a fact that the water there, we will say, since 1900, probably since 1902, has been many feet deep around those trees and they are dead from the effects of water? Mr. CHIpeRFIELD: I object, if your Honor please. Objection overruled; to which ruling of the court, the defendant, by its counsel, then and there duly excepted. 3118 ore & "Sanz ce) gO WalisiGg 459 aYW a | “SiONIn IT yo Si Vig Fi NT ALNASD WISKMsaZzZv7L wt ZsAaq GNYyY sovNivag anv Srisas HLA OM C2 SIHCNMOL HLAON #2 S/HENMOL Pele? Perea Ae oxen DISz70 ae Fee /YO ate SIM OL‘*D ~! MA Nr Ie FeniswwO 3. s7H>2L'C Mite Anestag - SIH24'C : | ae MONM a Ey : : 4 . - * CN Ot te ere 8 ee ne y a ao “i Fxh.43 slioloog = lui >1>@ ig FERRE OSS Se ee 2aAa7 ‘y og2 yap abuoy ow BGS Rag FB be 0G gd wo See Chom og Te 1owisid ASAT] AgOVI “IWNIDINO 40 d¥W vor? 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SIMMONS “—o" t 3 . aa hal PON Ai Fh ee + 0a SLINER ©. BEARD fda , tha/s¥~ nae wean Ap HESS ana Panne Men ud in dng ate, L.OMESS “aa. Wail SCOTT COUNTY | ae DRAINAGE & LEVEE DISTRI CT Scott County Illinois, onic cme s “a Mh Mareh COMNAIIONERE | MAMMOTT Fei Pe worTh aN 6 NTON INTE AI NORTH smearr N WR LEADS Bie hae en ¢ AP MARSH LAULY MELLEN WODAAND “aa ~~ ow STAN F ORIG LENMAN ve aae a OW HUGHES CARRAT EC WAAs FOL ANCE > — pererneg 7 : PAM = PECL * is-" ad ad oe 14.4 2 Sl LOHREA HORT ER Mery Mi connst 4 weenars . MENRY FP ROULITR " e WORMALL “ue MME UE 1A f . Cr pow 28 ow ps et ~~» _- ’ : 7 a 5, ; Ay hig ‘ z : MELON OF MLE MO BL MAMON CF ABMO NSA } = - : : > . # oe eee | | i cle: ee ie ME a ta 6 oo ote eaen rate fe oe Oe ow sere OF 8 Pe Se” awe ope - —_— I] Ajunog 1,09¢ nr) t= A ny (6 GRC IC BANC 1 Ge? ee iS NIVUd NVMS OIG AO dvViw Exh, £F% SHEET N@./. HILLVIEW DRAINAGE & LEVEE DISTRICT /N GREENE Co. &€ SCOTT Co /LINOIS. JSOEL A. CUNNING HAM. COMMISSIONE 2S. LOUIS LOWENSTEIN. - ££. Warr. ci are J. G@ MELLUISH Civi, ENGINEER | BLoomneron /LL. MARCH 1906. Sease 2im= ton, + Be. btneras, Oaainaet Lor A bet /5 ™ fe =) ' a. | = Va. /< ‘ a w= f: Se ; — ; wa ; Sec BO SHe 2g a FO . : © $ec3/ Ser 3a ye? . / 7 Nh i eteconan —_ tam S- -, Se \ Seca Sek x2 Sec b Seed \ " | ‘ Sel Seco f Sec.3 Sec & Sea s/ASec 7 WOT $e0.8 See i 3 : j % \ Sena sre 7 Sel Src lb gectecspreaRirtascensintdy eet f \ 2 SOCLI FS 0 16 Bea lE Ser LF SEC RSAC SLA 7 SCA BY EO. a sereeces Santieee ee? Sea A SeOLF HARTWELL. DRAINAGE ¢eLEVER DISTRICT 6 2 (ireene County Il. CHAS W BRON CHO SA LOGIN OER SACHA BOM> 420, Pad’ Bos Lwmyphsve POSER OAOL A (ASB COC (foward Cor rer 4 eet tal > ‘ : at Ved som J 4 be 4 s u 4 7 ” ¢ * be 1 . 4 * . ¢ 5 a " >! ‘ ey +s 2 a : ° ae , we Tork ‘ ‘ ~~ i Sep titles ee TAL: 5 aR - le . ! * . - et ‘ ok . : i Py Ls \ 7 ‘ j i “ ot oF 7% : eet - f 2 >t ’ ‘ A ht x | " Oe ‘ ’ , As od eat : Xe ' o, AR eaves Ki ayy q f ¥ 4 * che Ne e dal Dek ch oa , } ng Es Arter vines age ) io 4 e? 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J 5) * € . he . , - DER chee my Siete > synthe . : ae. 4 * a a a ~ tee nae % 7 ° ‘ ’ 7 — b ~ { g's . ts sae ‘ i o4 é & ‘ oe ee eh S ‘ od) ‘ ‘ = Me i¢ ~ ontingt Ade eae - * 7 1 ° m ' J e : } -~ | a 4 t ~ e ae 7 i , é ; i" - + my how +. 4 “<< ; 4 " j “> 1 . % we wa & - ¢~ * ms : ‘ y 1 j ‘ } ' ‘ ; ! t 4 ° 7 duos fart te © re aged tee Mi ‘ ‘ Z * 4 y S * « * ' ; " > is t Ti SS) ~ or" <)> aie a J : x > Sa g 7 it ‘ - 4 i ° : > . = -_- . ’ “ y < , one ‘ Fane ie ¥ H / > he 3 =, fe & ah 5 ew. : a ee bed | hid anid F~ ital rg’ vl tert < * 7 ~ b ’ ; Up « ‘ . ; 4 7. ; i i + ae oi. ’ » Wee Rs 4 s ee ; i rime’ & pay c Sng ES yt } ; } | : ‘ 4 } t vo 3 : r “ \ shat ae a a owe - ie — oe poged , yp hee nse A 703 3188 Mr. O’Conor: We object to that. The Courr: I think-I will overrule the objection. Whereupon an adjournment was taken to nine o’clock November 27, 1912. 3189 November 27, 1912, 9:00 a. m. Court met pursuant to adjournment. MicHaEL Cowan, a witness for the defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Michael Cowan, I live in Joliet. I formerly was a boat man. I have had about four years experience on the Illinois River between St. Louis and Chicago in the 3190 position of Captain. In a general way the boats which I have run on the Illinois River have been the Canal Steam- er Niagara, the Peerless and the Imperial. I am familiar with the whole stream and am acquainted a little around Lockport. I know the Bear Trap Dam and I am acquainted with the Desplaines River above that point about as far as Willow Springs, 16 miles above Lockport. Before 1900, the Desplaines River, I have seen it so you could walk across it in places in Lemont there. In some places it would be seven or eight feet deep and some places would be a foot of water and some places you 3191 could walk across, maybe six inches of water. In the last eight or ten years I have seen the same stretch above the Sanitary District Dam and there has been somewhere in the neighborhood of about two feet of water on account of the drainage around there through the country putting it into the river, digging ditches and one thing and an- other and draining most of it. 704 The Sanitary District water enters the Desplaines Riv- er at Joliet and then the Desplaines River flows through the City of Joliet. Before the opening of the Sanitary District channel the Desplaines River where it flows through the City of Joliet, I should judge was 350 or 375 3192 feet wide. It is not that wide now. They have built a wall between the river and the canal and that leaves the Desplaines River in the narrower portions of Joliet 220 or 225 feet wide. The walls are 15 or 16 feet high. The 3193 river passes between the walls carrying the natural flow and the water from the drainage. 3194 I know the controlling works, have been over there six or seven times since they were opened. There was water flowing over the dam. The last time I was there it looked to me to be only four or five inches going over, something like that. 3195 In the narrow places in the river which I have deseribed there is maybe two feet or a foot and a half of water. The current is about a mile to two miles an hour. The water runs right down through the Desplaines River into the Illinois River. The Illinois River is formed by the Des- plaines, the Kankakee and the Du Page. The Du Page comes in about a couple of miles below Channahon, a cou- ple of miles between that and the Kankakee. The Du Page River empties into the Desplaines and then goes into the Illinois River. The Du Page empties into the Desplaines River I should say about two miles and a half this side of the head of the Illinois River. They all go into the Illinois River there. Where I have seen the Du Page River, it is quite a large river, that is through Channahon; a couple of feet wide in some places and others it ain’t over 75 or 50 feet. I have seen where the Desplaines and Kankakee unite. 3197 The Kankakee is a very large river, measures about four or five hundred feet wide at the head of the Illinois 705 River. The Kankakee River is a good deal larger than the Desplaines River and the two rivers where they come into the head of the Illinois River, they narrow up pretty narrow; I don’t believe they are over 150 feet wide. I couldn’t tell how deep they are at that point, looks to be ‘ four or five feet deep along there. Just below where the Illinois River is formed at times it is two or three feet deep in places. 3198 When the Sanitary District was opened I was down at Henry, Illinois. I looked to see if I could see the Chicago 3199 water in there. I continued to look for months after but did not observe a particle of difference whatsoever. No change in the river. I have known the Illinois River before 1900 and since. The following day after they let the water in I noticed the Illinois River cleaner and clearer than any time be- fore or since. That is I could see down in the water far- ther. Before 1900, at a low stage I noticed, two or three 3200 years before they let the drainage in, that the Illinois River had a little more water in it. Since 1900, with ref- erence to the level of the river at low water, as compared with it before I have noticed a difference of about five or six inches. I notice there is more current now than at the time before the drainage was in. I should judge present current at medium stage of water is a half or three-quar- ters of a mile or a mile an hour. It is a mile faster now. 3201 The current now is maybe a mile and a half or two miles an hour. Cross-Examination by Mr. O’Conor. I think the water is running about twice as fast as it did prior to 1900. The way I look at it they have got it diked up and narrowed up and the railroads have filled it in here and there and caused this current to be stronger and more water going in from the drainage all along down the 706 Illinois River. I should think the drainage down south of 3202 the Henry Dam, farther down than the Henry Dam, would affect the Illinois River at La Salle some. The Henry Dam I think is seven or eight feet high. There is another dam about Copperas Creek that holds the water back so there isn’t seven or eight feet fall. | 3203 Henry Dam from the bottom to the top on the lower side I should judge is six or seven feet, somewhere in there. I am giving my best judgment. The width of the crest of 3204 the dam is five or six hundred feet. I am acquainted with Captain Donovan. I have known him 25 or 30 years. With reference to my testimony in this law suit my attention was first called to these matters yesterday. They 3205 asked me what I knew and I told them as near as I could, but yesterday was the first time that anything was ever said to me that would require me to fix anything in detail as to what I have testified. We talked it over among our- selves. Lemont is the first place I ever walked across the Des- plaines River. It is about 13 miles from Joliet. I was up the Desplaines River about a year ago, it was along in the fall. The water was higher then than in the summer time. 3206 I have seen the ditches dug out there that they are put- ting in around there. Nothing was said to me yesterday on the subject of drainage ditches. I have seen the water low at Lemont in 1903, but not as 3207 low as I had seen it before that. At Lemont the river is about 150 feet wide. J have seen it after that. I have seen it here last summer around Lockport. Last summer was not an extra dry summer. Some places we had as much rain as we ordinarily do and some places we did 3208 not. I think the water was about the same last year dur- ing the dry months that it has been this year or in the 107 years 1909 or 1910. I think the Desplaines River is a foot and a half to two feet higher at a low water stage. 3209 I don’t know whether prior to that time I testified about there was a rain. I noticed that there was more water in the river than at any time I had seen it before. The Sanitary District people narrowed the river through Jol- iet for about half a mile. Before that time it was 350 or 360 feet wide. After they got through it was 220 to 225 3210-13 feet wide. Where the Sanitary District constructed these retaining walls it is not as deep now. The stream 3214 was deeper. He asked me how much water there was in the drainage ditch and I told him two feet or two feet and a half. There is more water coming down the Des- plaines River, I think there is more water coming down 3215 the river now than there was before. 3216 I never took any measurements of the Sanitary District at Lockport. The Bear Trap Dam might be 100 feet or 3217 200 feet, I am simply giving my estimate. I would not want to bind myself within 50 feet. The last time I saw it was two or three years ago. I don’t remember the 3218 month. I was over there several times after it was in operation to see it running and look around up there. The largest amount of water I ever saw flowing over that dam was in the neighborhood of six or seven inches of water, 3219 along in there. I don’t know the number of cubic feet. I don’t know the number of cubic feet that two and a half feet of water passing over would be. I don’t think I ever saw a foot of water flowing over the dam. I have seen water leaving the Sanitary District at the power house, but I think that was about two years ago. Where the Sanitary District water and the Desplaines flow together about a mile below the power house, the 3220 width of the stream is about 300 to 350 feet. I don’t 3221 know the quantity of water flowing over the dam or the amount of water flowing in the Desplaines River. I think 708 the Desplaines River is flowing pretty near as much as the drainage is, that is flowing as much water. That is 3222 my best judgment. I never took any gauge measure- ments to determine that or determine whether the Kanka- kee has increased over the flow prior to 1900. At the junction of the Kankakee River and Desplaines the river is four or five hundred feet wide. I saw it last summer in July. At that time I don’t know how much 3223 water was going over the Bear Trap Dam. At Henry I have noticed a difference of four or five inches. There has not been much of an increase. I no- ticed the river as I said two or three years before the drainage was let in and we had a little more water. There was maybe three or four inches more water then. 3224 I will tell you how I used to do this in low water. We used to load those boats with what we could get down the river safely with and not get aground, and the place we used to load, as Henry or Chillicothe, or anywhere we loaded, we used to mark on the spiles to keep tab on the water, to see if it was raising or falling, to see how much water was on the bars and how we could load for it. If there was five feet of water we would load four feet and a half or four feet eight; have two or three inches to spare. And in doing that we noticed we could load two or three inches deeper before the drainage was let in, on account of the river holding up and of course we didn’t know ex- actly what done it at the time, but it was on account of this drainage coming in. We loaded the barges at Henry, Peru, Lacon and Hennepin. We loaded about the same 3225 since 1900 as before. Before 1900, we used to load our boats and go over those bars in water two or three inches deeper, but since the drainage is in I should say we have got maybe four or five inches more. There is a difference of a few inches. I judge by the bars at Henry, Pekin, and along down that way. The bars are not located at any 709 one certain place. There is very little change in them. They are sand bars. High water does not affect them. 3226 The increased current I suppose in the last few years has kept them out a little bit more. It keeps the channel cleaned out more. We can tell whether the increase in the water is due to the fact these sandbars are swept away because when we get down to a certain stage we measure, going across these bars, take a stick and go along and measure; have marks up to six feet. I have done that. From my observation during all the time from 1900, I have noticed an increase in the general stand of the 3227 river; I should say about six or seven inches, something like that. | I don’t know when I first noticed the Chicago water after the drainage was turned in. The way I know the water was turned in there was some fellow there in Hen- ry showing people down there about the Chicago water, 24 hours after it was turned in, and I went up on the bridge where they were talking and this fellow was preach- ing that you could see the Chicago water and I said how long since it was put in and he said 24 hours, and I said the water couldn’t get down there that quick. After the Chicago water was turned in I was waiting to see it and it was two or three months, along in the summer, before I noticed it. I could tell it was Chicago water because it 3228 cleared the river up. Prior to that time the river was dirty. Maybe it was along in May or June. It was turned im in January. The man that I was talking about was talking in Jan- uary at Henry. I noticed the effect some time in June or July. 3229 The way I looked at it there, I had some wires in a wheel, the propeller wheel, between the bearing and the wheel, and it binds the engine. And I says to the engi- neer I had better get a skiff and we will go down there 710 and see if we can pull that wire out of there. And going down the river, something I never seen since the drainage was in or before, I could see the shaft about 18 inches in water and this wire in there and we took it out and I said, ‘ S70Gee77 1903 0.35. 0.60 2.60 2.55 3.65. 2.90 6.60 7.95 6.35 0.80 0:70) 12g 1904 0.55 1.10 5.20 2.20 1.90 1.39 4.41 2:20 4.55 1.20 0.75 so ages 1905 1.00 2:05 2:65. ..%. 4.45°°2.95° 5.80" 5-20 2.80 = 1 70 ee 1906 3.20 2.40 0.60 1.95 2.10 2.95 1.65 5.33° 5:87 2.25) d1s0 epee 1907 3.80 0.30 1.65 0.95: 5.29 °4:80 2:02 3.96. 5.43° 1:05 “Si 2ntGeee ee 1908 2.55 2.20 3.35 4:85 5.26 3.60 4.29 1.57 1.00 1.15 “2770 seit 1909 2.20 1.60 0.60 8.68 °-1.05 2.00 1215 6.55 .3.62:20/61 “3723 "eee 1910 2.20. 0.65 0.05 2.94. 4.94 1.30 0.838°3.61 2.80 2.379)2.00 3 EXHIBIT 66. CuHIcaGo, ILL. CooK Co. 1871 4.13 1.45. 2.66 3.70 3.90 5.56 2.52 2.01. 0.74 1.88 3.62 )o4eeeaoeon 1872 0.68 0.84 3.79, 3.03 3.24 3.45 3.09 2.59 6.43 0.65 1.06 0.22 29.07 1873. 2.56 0.47..0.89 6.22 7.20 1.44 4.04 1.58 3.53 2.43 1.61 4.44 36.41 1874 3.47 1.51 2.15 2.67 2.08 3.25 0.58 3.15 3.76 2.55 2.83 0.63° 28763 1875 0.96 1.99. 1.43 2.382 3.64 5.17 °7.18 93.297 '4:39 4132 ©0. 7a ear eee 1876 3.22 3.90. 4.04 2.07 1.85 5.96 3.11 3.66 3.74 1.20 3.25 0.48 36.48 1877 1.91 0.06 5.37° 2/42 1.81 6.04 2.98 3.06 2:02 6.51 6.08 92. 75eeaeieos 1878 1.31. -2.12 4.39- 5.57, 5.22 3.02 6.09 3.66 1:99 5.17, 0.83.0 22bseeaiegs 1879 0.54 1.47 2.37 1.93 3.89 3.18 5.58 0.45 1.18 2.72: 4.93 247 30.71 1880 3.53 2.91 2.25 5.20 4.97 3.50 3.07 4:47- 2.25 3.19 0°87) Teileegaeas 1881 0.87 5.98 2.99 1.84 1.85 5.93 4.31 0.54 4.34 6.89 5.97 2.67 44018 1882 1.55 2.24 3.43 6.72 5.52 5.71 3.43 4.96 0.91 3.40 1.48 1.99 41.34 1883 «1.74 4.74 0.42 .3.72 7.32 5.61 6:53..1,21 . 1:36: 7.36, 5.20 9 5 SOReaa ae 1884 1.39 3.27 5.16 3.05 1.53 2.11 3.71 2.50 2.29 -3:59 9 1.80 4e2 1885 3.18 2.01 °0.57 4.00 3.17. 5.20/2.44.11°28 2.97 3.8% 2.353 7ob eee 1886 93.56 1.51 1.79 1.29 1.00 0:94 -1.53°°3:38 6:93) 1742 ' 1 GO Rios 1887 3.13 5.10 0.89 0.46 1.38 1.63 1.05 3.35 4.03 2.03 2.41 3.67 29.13 1888 1:56 1.51 2.99 2.13 6.22. 1.66: 3.93 2.10 0.98 ° 2.95) 2.89) igaeesGess 1889 1.64 1.31 1.43 2.35 5.38 2.938- 9.56 0,39 2.75 1.82 3.49°0 2 OUmegaags 1890 2.98 2.42 2.10 3.23 5.13 3.25 2.57 2.58 1.39 4.20 1.59 1.25 32.69 1891 1.99 1.95 2.13 3.14 2.09 2.42 2.47 4.52 0.32 0.36 3.83 1/32 526054 1892 1.99 1.57 2.21 2.17 6.77 10.58 2.23, 1.85 1.34 1.54 2°63 Seg seen 1893 2.08 2.44 1.69 -4.16 1.93 3.59 3.08 0.18 1.98 1.75 2.45 "2. Tas D7ea7 1894 1,55 2.13 2.66 2.65 3.35 1.96 0.60 0.60 8.28 0.84 1.18 1.66 27.46 1895 2.15 1.60 1.32 0:86 1.99 1.79 ©2:42° 6.49" 0.89" 0.51 * 5°60 Gs ieee 1896 1.12 3.48. 1.26 2.79 4.16 2.82 3.61 3.52 6.70 1.36 2.16 Oc; lGmogen 1897 4.53 2.22 3.56 2.23 0.84 3.60 1.47 1.70 0.84 0.18 3.06 T°G2eeearRs 1898 3.54 2.59 4.60 0.76 2.23 5.380 1.94 3.03 3:16 3.26 2.25 1.11 33:77 1899 0.58 1.60 2.11. 0.14 4.35 2.71. 6.66. 0:91 2.39 2.09: 1s 14S 1900 1.21 3.52 1.58 1.02 3.59 2.06 4.64 4.24 1.56 1.35 3.30 0°58) 23765 1901 1.15 2.05 3.38 0.33 2.18 2.42 4:25 2.00. 2.92 1.29 OSS yee 1902 0.66 1.53- 4.16 2.26 5.08 6.45 5.78 1.44 4.83 1.45 2.03 L903 7e57 1903 1.09 3.03 1.67 3.77 0.93 1.62 4.78 3.49 4.00 1.09 0.34 2.28 28.09 1904 2.25 1.71 4.57 3.01 1.54, .55..2.76 4.00. 2:65 1.53" Sie ee 1905 1.33 1.95: 2.438 3.03 5.14 3.27 5.02 4.46 4.18 1:82 2.05° 0368ma5asG 1906 «1.67 2:37 1.61 1.86 2.09 1.87 4.84 1.43 5:54 2:05 3.03 =2e4Geeagees 1907 4.21 1.00 2.94 2.37 3.50 3.64 3.15 4.22 4.49 0.93 1.92 2.73 35.10 1908 2.05 3.72 3.48 2.81 6:74 1.48 1.45 6.35 2.09 .81 2.67 SURI Seeeaeee 1909 1:96 3.84 1.63 7.73 2.18 5.09 1.77-6:20 3.60 1.20 oS S40 aei pee 1910 3.07 0.89 0.29. 3.84 4:67 0.91 -1.79 3:08 3.90 1.79 Ti3l lp a2eeGeee 759 EXHIBIT 67. CuicaGco HEIGuHTs, ILL. CooK Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly rn ee tLe sua 252% OUR AGO kee Dnlee.4s U.o5 4.54 2.0] 4.04 13:24 §.40 1.78 5.55 1.88 2.37 1.55 43.62 reine 2.02 2.04 4.42 3.56 1,91 5.50 4.59 5.40 1°26 0:68 2.07 35.37 ES is ad 8. iy) PURSES ae ON) tain MAS gh s bse fees EXHIBIT 68. FORT SHERIDAN, ILL. LAKE Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly eens 4 onl 400° 2°80; 3.20, 4.10 3,17 0.31 2.20 0.75 0,659 4.75 1... 1890 2.68 1.84 2.33 4.82 5.25 7.77 1.25 2.47 1.32 6.02 0.92 2.27 38.94 Peete lets, 2.25°°2,56 4,33 2.25' 5.69 1.94 3.75 0.48 1.55 4.09 0.90 31.50 age 0,48 (1.81 0:95 3.57 6.51 10.19 2.54 0.86 -1.67 0.00 1.78 2.60 32.96 ted 1) 91595 5.87 2.07 3:62) 3.77 0.10 3.62 1.19 2.87 1.61 29.79 wg04" 2.94 1.45 2.01 4.70 4.01 0.51 -T 0.27 6.56 2.49 1.64 1.26 27.84 Pee 10.32 0.45 2.50 3.70 2.600 3.30 3.81 4.88 0.41 2.14 220. cau. Pecpeeent OG aa.5d sacls 2.00 1.00 3.80 1.79 5.60 0.97 2.80 0.65 27.25 ee eae lied Ue hablo k 4) 134 1.52. 2110000 25 3.53 1.51. 26.82 Pee oon Dien lowi.oo. 2:430:2.50. b.65- 2.86 2.48.753210 1.44. 0.91° 27.41 309) 0-52) 1.26 2247 0227 6:04 2.53 2.91 2:05 2:76 1.85 2.40. 1.31 26.38 Dale te erent Pima Seles ees at ees rere ye i, EXHIBIT 69. JOLIET, ILL. WILL Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly een te er eee ee 982,00 2.47% 2.71 2.96 22.99 1.85 3217... :. eee SOU bomee yh ieee OU e110 0500 6.00. 0.905.308 on eo cnt ce are os ee ee ee Pe ee ass Vets es 187-1257, «.... ipg4eeloiGe Jo) 2:87 2.23 3.69 2.84 0.46 0.85 5.99 1.18 1.68 1.00 25.26 teugeeene 0.07 «1.04 1.92 1.95 1.26 4.32 2.96 0.93. 0.67 2.90 6.62. 27.06 Devoe wae 2 Ui 1 1b oe2.G2> 5.20 3:89 4,97 <2.75 .6.69.10.86. 2.96 0.36 .-34-94 Pereeeedieelso4er3 . S0rr2.07 shi2o, 5719. 1.59 0.55) 0,632.0.445°4:42. 1.68. 30.93 £805— 4-05 52.28- 6.12 1.42. 3.82 7.89-.1.59 4.69 3.20 4.53 2.61 2.15 .44.35 ee o2 0). 68 2.23 - 0:35 4:69. 2.17 .-5.26..1,.74. 2.442.39. 1.15. 1.70- 26.62 Pie eos 4229 2-24 0.79 §4:27 1.80 .5.08 5774) 2:05 »1.61 3:10 0.53 33.08 Pomeeless el 626 3002 0256 ~0)8ie-3.14--5.42 -2.84--2255--0..85--1.63— 2.36~..27.28 Pee eoo 1.437 52510 2°36) 7248°12.86. 9:38..3:.15 6:28 2:44 2.99 1.68 56.11 1903 1.05 2.92 2.22 3.62 2.49 1.68 4.46 4.77 4.98 1.40 0.86 2.18 32.63 feast lid 4.97. 3,01 3.19 0.940 2,.971.03.19 4.95 1.44 0.10, 1.63...31.36 eiometetow 1 .43.°2,29 4.13) 5.42 5.10 4.18 4.29 3.63 3.57 2.66 1.46 39.34 mgmeyooees OO — 126) 1.67 2:00° 1.85 32.5 4.00 5.68 92-76:.2.63. 3.13. 32.37 Peer Uroe o.00 20.28.3132, 71270 5.38 4.66 6213 .0.66 1.86 3.07 38.08 Demeter ieea,G0 74.50 -Os02 © 6.95, 91-30 0.19 3.80" 1.32~'0 82) 2:77 ~-1-30- - 33-13 1909 -1:12 °3.38 -1.56 6.60 3.46 .3.80 1.69 .2.95 3.09 1.68 °4.55 3.50 37.38 Pmeeaeoe et.) 0.24 13:81 94.90 0.8) “1,46 3.17 2775 91.68 70.62 01.12° 24.29 Remarks: From Noy. 1893 to April, 1895, inclusive, the values are for Braidwood, 19 miles distant. Apr. orb. . fo in Ge % WOON Nr WNWrRCCOOFrW He - SPN PorPOonworOWr ObNFr:- IDF OUOrR NR ONTOORP Ors: Apr. iN) Apr. EXHIBIT 70. Year Jan. Feb. Mar. 1890 cay See 1891 shi ey 1892: sce e835 (2520 1893 -1.91 91.7980 2315 1894.) 04 sLei2. eee 1895 1.64 0.45 0.85 1896 > 6 2539) 1204 1897 6.09 1.83 4.00 1898 4.30 2.60 5.87 1899 "0537. #8) S206 1900 Sl oe osm coe 1901 eel 40d eee 1902 0.53 1.34 3.19 1903 0.86 2.90 2.51 1904 1.65 1.56 5.30 1905-0272 =1806 S1258 1906> “1261 925502250 1907, S277 0.40 227) 1908 2 24)- S340" 3520 1909 - ee en LL er kn Re Me 905° ek Sars “ape Gee ee re 20 ae 1906 3.57 1.16 .2.81 2.69 2.45 3.94 2.34 3.18 1:51 2.70 4.78) S4eldieaoes 1907 4.17 0.23 5.47 3.57 3.02 4.20 5.37 ° 4.22 4.34- 1:87 2:37 BS 00eas cas 1908 1.75 5.57 3.87 3.42 6.94 1.65 3.10 3.42 1.19.0.34 3.16 eb2oeeaaees 1909 5.01 6.57 2.15 6.00 3.26 4.44 4.01 5.70 3.41 2.61 4.44 2.93 50.53 1910 - 3.07 -1.61 0.51 4.73 5.07 0.56 3.00 6.19. 4.17 2:78 “1320 ieAgeeaead EXHIBIT 8&1. LA PoRTE, IND. 799 LA PorRTE Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly ee 3.34 2.51 3.43 2.69 3.64 2.01 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 EXHIBIT 82. Year 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 3.53 2.06 bal 2.75 . 96 1.58 2.66 2.09 2.66 3.60 2.29 2.15 1.84 Jan FE RWONrFOFrOrWWwW: Iowmoonwuosnwko- COON Dre NOOWOR NAT eer: bo bo or oo (>) San) Remarks mOrRDrFDOrF KER OFF - bo WwW COR RR WW DmOwWre bh: orRWOsTIANNOFKR ONC OI}: NOON COCO K NOON N Fr: Orr KR NW NWKHR RHR NWH- mOoOorhw RATAN Owsi- oonorr-ocrnwNocn”nror80: Feb S SCHWUNSCBOMWUMWOW-: NROTINOSHOSoOOH: CON NOW PEP RWN RW: ROUND MNNIONMHOMHWweo: NOOHDRODORAONKROSD: eS Sow ~I co 2.35 1.12 83 1.29 1.34 2.25 5.30 1.37 3.04 Lote 4.01 2.98 5.39 3.48 Poa — — NP PWD WWATWrr Orb: NOW MNOONKFE WWWHY Oh: SOOT AWDnwooartir Ooo: 4.47 2.14 MARTINTON, ILL. 1.78 5.66 4.02 4.22 2.19 4.51 4.67 3.92 8.93 4.25 2.86 9.95 2.95 4.47 . 60 1.82 2.49 8.68 2.06 1.25 Dall 3.46 3.78 1.96 5.52 4.44 2.65 2.22 2.33 4.76 12.53 3.33 1.68 4.38 3.17 4.04 1.65 4.27 1.25 3.35 5.47 3.36 5.01 5.73 94 4.01 3.51 4.49 2.62 2.79 0.88 1.67 eel 2.99 4.34 1.85 6.29 4.34 2.03 2.68 6.02 5.65 1.24 2.45 4.36 56 3.10 1.07 5.51 3.71 2.40 4.05 3.04 3.20 4.65 3.13 2.92 3.32 3.53 3d 2.56 2.76 1.63 2.82 5.26 4.79 3.10 4.92 2.26 6.60 1.44 2.24 3.63 ; : ‘ . May June July Aug. Sept. ; ; ; 3.25* 4.42 7.02 3.62 1.28 4.03 2.19 5.10 3.15 2.37 3.88 3.24 4.91 fa19 6.62 2.86 7.31 5.80 5.50 0.29 DaLe 2.30 2.09 1.82 6.84 2.40 4.81 yar 4.59 4.17 2.60 3.82 4.50 6.95 42 .84 19 38 90 22 27 56 .90 .86 1.40 2.54 Re OR Re eS eS Re OO TROQUOIS Co. Oct 0.25 0.61 4.36 old 1.82 2.90 ary. 2.54 1.23 2.10 1.80 0.65 0.67 3.35 2.87 Nov t.98 5.71 2.81 1.84 5.78 1.10 3.37 0.79 .09 2.68 3.25 2.70 1.58 5.53 0.26 o 3 FPDP ORR ODWOWF hb © HEHrROMRODONWOKRGMHODH DODWBDOOMNOKFONK COW Yearly ©) Oiler a) .0 : *15 to 31 only. EXHIBIT 83. Year 1894 1895 1905 1906 1907 1908 1909 1910 Jan. 2.14 2.57 3.13 1.24 3.25 1.66 Apr. 2.23 2.30 2.30 3.38 3.29 4.94 4.22 PLYMOUTH, IND. May June July 6.07 1.43 2.75 2.74 7.41 3.05 4.54 1.82 1.81 5.07 4.40 2.06 4.49 0.76 3.50 MARSHALL Co. Aug. P26 Sept. 6.43 Oct. 1.34 wOnmnor thd: ebro b we: bP OOnmn: 2.32 3.32 se Dec. Shays 1.95 Ben 4.60 1.74 3.28 1.99 Pier ee oe 0 6 6 760 EXHIBIT 84. RENSSELAER, IND. JASPAR Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1808 eres aoe aoe 1:90? "1250" Sete 1895 1.85 i on ro ram Se 1900 ops .:.. 4,05 4.40 °3.80 2.50.°1:30 _.70 4:00 0 ee 1901 2.10 1.27 4.02 1.30 .... .:.. 2:40 .... 1:75 4.38 1990s 1902 1.03 1.81 3.23. 1.93. 2.81 18.90 6.47 1.56 4:20 1.52 32067 2o7o eae 1903 1.09 3.49 1.30 5.94 2.69 2.34 4.85 5.11 2.73 2.46 1.13 2.81 35.94 1904 4.22 2.33 5.91 4.25 3.14 0.52 3.28 2.97 3.65 1.14 0.29 2.39 34.09 1905 2.10 2.10 1.59 3.86 7.93 2.77 3.80 3.00 3.69 2.36 2.51 “1i4e ae 1906 2.35 1.22 2.98 1.85 1.95 1.76 3.97 5.80 2.80 1.79 4.30 4.06 34.83 1907 4.83 ..08 6.37 3.42 4.40 3:75 5.50 4.18 3.10 0.73" G0 eee Remarks: 19 days only —P; 22 days only —* * 28 days only. EXHIBIT 85. SoutH BrenpD, Inp. St. JosEPH Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1874 .... 2.88 3.58 1.35 2.04 4.50 92710 1875 2.20 3.00 2.00 2.10 3.65 1.92 1.50 .... 1.05 3.10 1.10 3.00 ..... 18762 622) ee ee xs Pima .. 0. oe 1803 eee es ve ceeds) Rhee — Warten, ale wins” By ng, eyelets pan 1894 1.68 2.08 2.49 3.57 6.15 1.92 1.66 0.51 4.88 1.80 2.80 1.09 30.63 1895 3.77 0.82 0:75 1.06 1.30 1:48 1.59 -2:35 1.22 1:49 3°84 spe2ieeeaeee 1896 1.04 1.77 2.28 2.35 3.01 3.81 7.45 4.79 4.92 0.98 2.69 0.37 35.46 1897 5.53 1.79 -3.31 2.52 53.09. 1.65 1.75° 3.65- 0.23 (0.71 4.609 acon 1898 03.52 2.66 4.47 1.01 2.97 3.41 1.94 4.11 91.81 ©6.56 Vo: Gl ze zoe 1899 2.01 2.18 3.81 0.80 4.52 1.63 2.64 0.66 4.05 3:70 1.5494 2o eae 1900 0.87 3.97 2.46 1.17 1.74 2.66 5.81 96.43 92.25 1.31 95.2030 G2 1901 2.51 1.88 4.32 1.67 1.96 3.01 2.25 2.46 1.42 3.95 2:00 SocoGseaee. 1902 1.16 1.45 3.85 2.38 6.94 97.39 4.16 °1.58 (4.50 91.46 "O. 3596s. peers 1903 2.91 3.33 1.86 4.89 1.25 5.52 6.43 5.21 3.72 247 1.43 33 .200azese 1904 3.76 2.40 5.51 2.92 3.95 1.16 “2:38 ~3.00 92.11 72:12 9073 7 1905 2.85 1.61 2.59 3.99 6.46 2.44 5.47 4.96 3.93 1.25 2.22 1.50 39.27 1906 2.42 1.28 2.98 2.08-2.21 4:36 3.56 4:08 91.13 "3.77 “Ssb/ Ogee 1907 3.42 0.42 3.91 3.76 4.13 4.83 5.10 3.48 4.82 2.48 2.36 4.92 43.58 1908 1.54 5.51 3.74 3.38 7:17 2.74 1,96 1.68 91.15 0.33 92220 nu 1909 4.46 4.64 1.66 4.96 3.34 4.59 3.23 3.68 3.00 2.12 4.68 3.40 43.76 1910 2.91 1.89 0.43 2.97 4.33 1.42 1.53 2.82 6.31 4.66 “1225 @2253eeeeeee EXHIBIT 86. SYRACUSE, IND. Kosciusko Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly LSODn iets nee seen weed ghee cweee) wey en 58" 91.50 47 1896. 1.35 1.55 .... 2.51. 3.43. 2:04 8.83. 5.19 4.54. .59 02 49 eae 1897 4.56 1.57 4.38 2.28 3.56 3.58 1.47 4.30 .20 2.81 5.26 2.30 (36:27 1898 3.48 2.60 6.33 1.16 4.79 2.98 4.48 3.02 2.75 5.30 4.21 2.20 43.30 1899 2.67 2.85 4.06 1.62 5.42 1.98 4.32 1.89 2.71 4.60 2.40 3.47 38.05 1900 .79 4.61 2.90 1.83 2.58 3.70 4.90 4.20 2.04 4.05 6.68 .76 39.04 1901 3.39 2.68 4.41 2.34 2:10 2.16 2.70 1.05. .77 6.85 1.59°> aap eaaoe 1902 1.08 2.37 3.34 1.74 4.50 8.76 6.27 2.70 6.30. 1.61 SA8M3elteeeeeue 1903 1.51 3.99 1.69 -4.94 1.73 3.24. 4.80 4.83 3.81 3.13 91. 860eseU2eeaeeee 1904 5.46 3.70 6.57 3.76 4.09 1.26 2.13. 6.79 3.34 2.51. OD 1etsIgeeee 1905 2.28 2.00 2.32 4.93 6.29 5.11 4.25 .5.24 3.88 4.04 2.82 2.21 45.37 1906. 3.57 1.12 3.43 3.26 1.51 5.81 3.77. 2.04 4.12 2.64 s3.7aeo erm 1907." 4.98 _ OT. 33,623. Gaede Oana eee, PPh es Remarks: * 14 days only. 761 EXHIBIT 87. VALPARAISO, IND. PORTER Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly te mee 05 4.00 witli) eeu LeD0 bee O00 deol L.Od basse 1891 72.09 1.95 1.97 2.78 2.00 2.42* 2.47 4.50 0.34 0.39 .4,14-2.41 27.46 eet 90 1,06. 2.02 §2.05 ~5.70 10.73. 2.38 1.90 °2.00° 1.00 3.00 2.00 «36:74 15 2-00 3.00 2.25 4.16 3.00. 0.20°0.81 0.20 2.68 3.45 1.45 1.80 25:00 0471.70 1.90 2.60 2.70 6.60 2.70 2.00 1.30 8.70 1.24 2.93 1.80 35.67 3951.95 1.30 0.30 1.95 1.91 -2.30:4.71 3.32 - 1.99 - 0.53. 2.55 7.66 30-47 1896 1.15 2.75 2.45 3.34 6.42 4.34 7.56 6.40 4.95 1.17 -3.34 0.44 44:31 Saoree 0, eos a.00 2250 5.15 -3.95 1.10 2.10: T 2.00 3.16 .0.61 30:46 eet 2 1.20 © 5.409 1.0t 3.60" 3.55 3.00 4.00 2.51 -7.00 0.60 0.60 34:38 eee ee55 0-50" 0-95 40-30 3.80 3:00: 1.50 —T. 1.50 3.55 0.85 - 1.60 . 18:10 eee et 5, 1200 1.00 @4.00 ~ 3.00 “4.50 -6.00 T 0.50 ° 0.80 0.20 24.05 ponies 70 eosl0 4:25. 2.00 -2.00 .2.42 1.49 1.06 1.76 3:38 0.86 1.84 23.86 Roeser Gs 8.83 °2:79-°1.61 9:50 5.007 5.51 3:77 5.17 1.56 3.06 1.96 41.64 Pie ete) © 2.74 +182 §4:50 2.43 1.32 8.46 °3.95 4.00 1710 1.68 2.56 35.67 ma 2-48 1,70 4.98 4.67 4,45 1.71 1.86 2.80 $3.19 =1.12 0.53 1.43 30.92 Petee eos 4, 263i 8342 97.38. 0.72 4.85 2.95 3.978 92.00 1.13 1.68 39.33 Mage -o254 91:82-:2.59 2.09. 2.37 -..:. ca a ela FP ae Bd EXHIBIT 88. WATSEKA, ILL. IROQUOIS Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly eee Bee ee, eee roel 3.70 \2.11 4.45 6.65 «1.36 44.02 22... feng 00 81-75 92:04 «2.305 15.38—3.40 3.06 .3.75 5.23 0.62 1.49 1.42 32.58 eee es Be Uses ls ee.) 22.05 92.12 53.37 ° 2.74 1.652.590 -4.11 30.32 iene ee 61.50 62.50 2.41 94.96 4.43 2,49 0.61 0.50 2.36 3.20 1.92 29.43 Pegeieso1 70 1.6500.28 6.40 -5.65 6.54 2.01 2.71 -2.68 3.15 1.53 36.69 Set 70M) 017) 85.05 00.60 aD.ot 0.1, 1-01 ¥2.10 2:08 98.73 81.56 es. eee.. ESOT daca: Ed re ee ee ee er ee eee O60, 87.5380 .4)) 20.98 boo 2.42 62.51 20.52.1.95 1.44 «2... er eee OOS AR BL .AO. ten kd Pods atin Bi aSedtie. Wade, Soses- (COS (a aoe Ry. RAY FS ahh See. Ras) ofS ot. EXHIBIT 89. WELLINGTON, ILL. IRoQuors Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly Seemeeereeeer. -4.i2-7 iso) 81.20 — 2:92 1:99 3.56 ~SF4l ~ 2.80 1-06 ©2113: .... » 1902 0.80 0.57 1.88 1.027 4.71°10.49°°2.44° 1.90 3.53 1.55 1.94 .... oe eae EXHIBIT 90. WINAMAC, IND. PULASKI Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1898 3.45 1.79 1.82 5.19 3.48 3.44 4.84 3.53 6.17 4.13 .82 43.66 5.00 feces 64.56 0.59 5.05 2.97 3.15 0.57 2:46 3.16° 2.01 2.40 ..... 1900 .07 2.45 0.74 1.40 3.74 3.75 6.58 3.06 2.09 2.02 5.58 .01 31.49 boot 1.4/7 1.65 2.48 2.04 1.16 2.41 .50 3.29 1.08 6.06 .85 4.76 27.75 eee es... «83-89 «1.04 5.67 10.94 5.59 1.49 3.65 2.60 3.87 .... ..... Meee 0.00 1.15 6.52 3.26 4.24 4.18. 3.76 4.55 4.02 1.05 1... ..... eee 3... 2.2. .4.68° 4.23 0.88 1.80 2.64 5.13 SEMEN, | 5 oe Se, 8.53 7 5G 4.46 9.32 9.12 3076 2.72 2... oc... on. re O16 © EXHIBIT 91 Year Jan. 185 ]* pe ce 1858 2.19 1859 1.82 1 S607 ge oe: 1861 1.05 1865 1.20 1866 1.97 1867 2.45 1868 0.90 1860 ‘32 )'r-. 1870 5.48 1871 £. 1872 ° 0.35 BA873 5.34 1887 4.36 1888 1.40 1889 2.06 1890 3.24 1891 2.35 1892 1.53 1Saeec cor 1894 2.96 1895 1.53 1896 1.21 1897 6.93 1898 5.17 1899 0.55 1900 1.68 1901 1.39 1902 0.47 1903 0.83 1904 2.12 1905 0.93 1906 3.10 1907 3.69 1908 0.81 1909 1.43 1910 se4.00 Feb. Mar. 05 6.86 5 1.92 0 3.04 5 7 re bo on Oo — bo NOW W PRN NOR FPR WWNNNRWe.- COOrR KF NODONRrRrWNODRRrOC-:- De PR WD COTO BAT OON KR ATO: Ou bo Ww bo mee OO “I bo CO 80 3.58 57 1.34 "82 0.36 Apr. 5.19 2.28 1.58 2.33 3.93 0.82 2.08 2.63 2.17 3.94 3.59 5.81 2.49 1.48 4.17 2.88 1.49 0.49 0.78 0.39 2.16 4.23 4.21 3.85 1.57 2.00 3.10 8.38 3.96 762 Aurora (No. 1), ILL. May 6.83 2.69 4.57 June 2.32 3.41 3.00 1.63 4.75 2.20 0.58 0.98 4.38 6.97 3.24 12.83 3.64 1.87 1.66 2.62 5.30 5.86 1.59 2.94 1.81 13.19 4.09 1.96 6.16 1.67 3.70 1.43 4.71 0.50 July 5.69 2.02 6.10 3.21 2.98 2.28 1.75 82 3.81 2.72 5.51 4.50 0.48 1.66 Aug. Sept. 3.84 2.52 1.67 KANE Co. WODWONONNANNORNHPONRFNNNORr WE bo eo Oct. 4.40 3.91 1.53 2.50 1.21 2.07 4.63 3.41 0.90 2.50 KS CORN DI RFNWNRFNMWNOOOCOFR KF WrORF WW: (Sw) (=) Nov. 2.01 HWORNDE HEHEHE HOHE HOMOHNH Al se @ ee s+ eae 4 a O\e, © se eee 763 EXHIBIT 91. AuRORA (No. 2), ILL. KANE Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. - Yearly ee fe er ee oe. Uso 06 S16) 240.4017 IR70° 2:2... 1880 4.08 3.55 2.25 4.36 6.10 3.91 5.63 7.46 3.22 2.14 1.03 0.76 44.49 Peoeeetets 3.00 5.00 1.08 2.61 5.80 3:19 0.73 93.24 7.15 4.97 8.27 45.75 1882 1.14 2.95 2.83 5.98 5.04 7.83 3.89 4.70 1.39 3.21 2.10 2.47 43.03 Pram toe 7,2) 0.61 3.75 7523 3.50 4.44 0.95 1.57 “6:34 5.65 2.61 . 46.51 1884 1.24 3.74 2.30 2.66 2.26 2.18 6.38 2.48 2.42 4.61 1.90 4.59 36.76 Peso, 2-01 2.09 0:98 3:31 3.16 5:07 2:59 7.72 4.04 3.74 2.04 3.05 39.50 1886 3.63 1.76 3.00 4.24 5.39 1.27 0.36 2.97 5.60 1.80 1.26 1.18 32.46 oe eae 1896 1.21 1.93 1.71 4.17 6.99 2.62 5.60 2.68 7.56 0.36 4.10 0.32 39.25 EXHIBIT 92. CHEMUNG, ILL. McHenry Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly Pee eee al .oe 5.04 48.02°.9.06 «76 1:28 8.83 A.87'°2.27 ..60 s.. Peete. 2.18, 2.52 4.96. 2.11 °2.91. 3.06. 4.74 ©.66-.2.10 2.59. 30.25 396, «90 :«1.93 3.48 6.78 4.18 3.18 5.10 2.27 8.56 1.06 2.52 .77 40.82 Beep 2.00 1.7% 5.25 4.66 1.67 6.36 4.73 2.00 1.18 .84 2.37 1.40 37.29 1308 2.89 2.73 4.25 2.20 3.71 5.97 2.54 5.66 2.72 3.41 2.09 .89 . 39.06 bee fo 7b. 62 1.94 71209 5.612.227 4.95 3.05 2.29 1.44 2.71 1.98 °°29.71 Pees. (3 1.49 1.96..1.78-.2.11 .4.73. 6.96- 4.67 2:57. 3.838. .95. 34.67 W901 1.43 1.27 4.54 .A7 1.77 3.56 2.45 2:28 2.95 .66 .94 1.73 24.05 ee OU Sota, 0. S0n 20> 6.54 1,06. 5.44 nsec es EXHIBIT 93 DELAVAN, WIS. WALWORTH Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly arn ree eee cry. 66570 7.40 -2:79 92:70 1.19 1:36 “2...? 1887 4.05 5.34 1.85 .88 3.11 .51 3.83 3.63 4.29 2.47 1.21 4.60 35.77 Beceem) 00240 4,505.04 2.25 2.25 Te eee. ad. GE. a. Seema ie earveo 1,50 82.00. 0620 “3:21 34.. 223. seen 314 1.69 2:09 2... Pogue ote 1.05 ¥.457'2.30 4.09 fol... RR AL es ae ee OL S09 2000 ee. Ue. was Tape tee. 3215 2.24... Seeemeee to io) 6woe 64,02 (7.20 4.83 5.41 3.35 1.97 0.84 1.60 1.16 ..... 1895 1.26 .66 2.31 4.79 1:66 5.03 3.49 1.43 2.60 2.68 1.17 ~.84 27.92 Pam 09 9-46 2.70 3.79 °3.86 2.92 1.13 .50 6.44 2.11 2.13 .40 27.53 Revo ).00 140 1.27 1.09 3.54 2.63 5.33 4.12 2.938 .40 1.938 2:23 26.87 Pee od © 659 1.51 3.75 «2244 “3101 8:30 1.44 82:79 79 1.42 .60 33.53 Eeemeeesoy 1:00 2.97 4.87 1.02" 4°85° 2:32 1.53 1.11 (95 1.74 1.35 26.30 See oe ett 5.03 "1.96 “2777 6:21 -2:59° 34:58 §2:80 4:55 1:11’ ..80 33.76 Peyote. cil! t.o0 5.10 ~2:52 92:98 2.52 2.75 1:24 3.05 1:48 ...... etnasemiess std) i018 ~ 3712-059. 5.. “2:75 2-47. 3°98 273 07... ES OM OSre er ee ee i, eee mee 40) L600 ssp rene erst e290. So. 02) 12519 257 24236 26 ee OL laws ere al a. 320) 1544 °4576 § 6:49 95233) “S513 Seen oS cows natn gets apes Bag A trey reed DA fa aa Bn 32380 Sli 623886215) 0002 Salome eee sed SR ee 1875. 1.65 2:20 3.07 5:20 3.94 2:08) 8:68 540° 3265 1.07 45307 1876 5.92 6:63 8.77 5.26 8:17 22.) Tel6 68 E78 19" 320i cee 1877 1.53 .... 3.86 1,78 IT.381 4:24 2:23 ©2380 $26 3232) 2:09 eee 1878 670. VAT, 118 ech 1686. B.S 2810 ee ee 1884. 1.45 3.48 2.08 .... 2.10 3:24 7.06 1.93 2:52 4395 1/46) 52350 1885 2:85 3.05 (62 2.46 1.30 2.94 2.53 6:99 3:58 2:14 89 SeUseeagane 1886. 4.17 .77 2.45 1.35 3206 1928 2.03 3:02 5:13 1°65. To4ee eee 1887 4.55 5.4) 1.24 9.57 1688 1:77 4:74 3.79 3.62° 2:95, 20358 Scaeeoeeee 1888 1.45 2:59 3.20 1:70 5:14 2:76 4.68 3.83 1.26 “2°95 3233) 2e3G eon 1889 2.27 2.88 .87 3.15 3.08 5.40 3°67) 0:79. 3:12 1:47 2303) Deseo 1890 2.59 1.62 32... St ee 754 6b 32> 2215 416" ia 1891 2.52 4:13 3.80 4.70 Bib? 3:34 3218 3087 °1:62. 39 407bee2es eee 1897" 168s i2575 fee ee Baran eral act 0 TP EXHIBIT 100. SHARON, WIS. WALWORTH Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1892) we. eee ess «©2296 TAL 7-91 8:31 2:46° 2.23 1.81% OF8a eo eee 1893. 1.71 1.94 2.39 5.99; 1.69- 4.22) 3.02 1.20 1.66 3.90 223hesieS2meee 1894. 1.97 1.95. 3.65 2.734.538 G:117> .80' .80 7.12) 1:63) 2:38eeie eee 1895 1.20 1.27 1.34 2.13 3:86) 3:15 4.07° 3:49 3:85 .72 3(68eegeseueaceum 1896. .75 1.58 1.73 3.64° 3:42 3.09 7:50 1.07 9.58 .74 2° 4000sseeQmeooee 1897 4.11 1.55 3.86 4.49° 1:57 5.38 1.96 ..... 1.14 .79 1(54= 00; 1898 2.48 2.26 2.96 2.24 2.41 8.37 2:66 .... 2.12 2.94 “(928 2 4Gpeee 1899 0.28 1.13 1.65 0.62 5.54 1:61 2:99 1.93 2.10 1.16 3.64:00edseegtege 1900 1.61 2.42 1:48 2:94 1.84) 1584° 5:6P 20.07 us... 2, > 25 EXHIBIT 101. Year 1881 1882 1883 1884 1885 1886 1887 1888 1889 1890 1891 1892 1893 1894 1895 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 Jan. 1.31 2.15 0.71 2.66 4.10 3.93 O1 .13 64 91 13 83 50 39 50 64 28 37 .63 27 70 HOW NORP HOFF OW ROR NRHP RP Hee 1.25 Feb. WNP OrORrWNFrNHY KH RENOWN OR RWO- fe ° ° . co nor > 00 lores) 4.60 10.09 3.78 767 SYCAMORE, ILL. May June July 3.50 3.80 8.55 3.18 1.65 4.24 0.95 5.50 5.17 87 79 wit 25 90 52 .80 .10 20 2 .83 63 -97 .16 3.51 6.59 4.40 4.59 7.01 2.97 4.81 “Tr bo OR WDD WD De Ob ee w 11.40 7.90 5.85 4.53 7.04 2.27 1.12 1.27 1.50 7.98 3.55 11.23 5.04 1.79 2.20 1.59 6.04 3.47 1.19 2.22 1.88 9.00 2.70 2.57 4.30 3.17 4.57 4.12 3.27 0.78 7.05 4.35 5.50 8.84 4.98 0.67 3.12 3.10 4.48 0.42 2.00 2.56 3.65 0.78 3.10 3.60 3.03 1.22 4.04 5.60 4.51 7.83 7.14 4.04 3.20 1.36 4.99 3.06 0.62 1.50 DEKALB Co. Aug. Sept. Oct. 0.80 5.10 8.20 2.34 1.94 4.55 1.95, 2.93, 6.48 3.43. 3.46, 5.76 9.90 6.10 4.65 Bee ae Boe dp 20 9 os ey pe A 4°03, 1.097 2.37 0.86 1.93 0.85 Bit le cee Oso ze, 0.01, 0.89 3.56 1.62 0.95 Oran ano, ioie GO. oor eld t. 3.06, 0:75. 0.55 0.58 8.39 0.26 1.06 0.44 0.38 6.47, dull) 4.51 1.39. 1.738. 2.44 18 ee Gris ei WOGe2 13 0e1 Dat A220 eaal0 54 685s od 6.49 5.24 0.84 6.52 1.06 4.61 3,04 620954202 iy tod er hoe 9 Wea 6 3.46 1.00 0.86 7.08 3.95 1.19 4,22 1.80 2.04 Nov. Dee. 3.60 3.75 2.25 2.25 6.63 1.86 2.48 4.14 2.06 3.05 0.96 1254 130% 0.02 1.80 1.80 ay) 4.21 y Ae} 2.74 1.96 3.71 1.88 3.38 1.76 1.33 2.23 1.32 2.95 0.97 0.03 2.20 3.40 1.42 2.05 5.42 5.27 1.10 0.63 Bee ee NNN HOF OO OC WO bo bo Dore bo . . . . . . . . . . . . 7 . . . . . . . . co — EXHIBIT 102. Year Jan. Feb. Mar. LOO ees. or chee aes T8027) 2000 led5ull a7 INOS 5 “1542 e leolaeceon 1894 1.34 0.81 2.49 1895. 1.55. 0.42 0.53 1896 0.43 0.89 1.82 1897.4. 2:73» -1.03> 3.28 1898: = 2.345 1.50. 3.24 1899 0.64 0.77 1.47 T9005 41543) te Sir Oce4 190th. 1e02) 1232 2.05 19025 .0;29-) 12392-1433 1903 0.48 0.72 2.86 1904 0.81 0.86 3.54 1905 0.86 1.21 2.50 1906... 3354) 1223-2125) 190 221 be 0e lie 2 1908 0g ariacoy esol 1909 2.44 0.93 0.75 1910] 2.375 0,755 0214 EXHIBIT 102. Years Jan: 190 Tes 3. Sees 1908 0.89 1909 1.40 EXHIBIT 103. Year Jan. 1887 3.71 eid 1.01 72,11 1888 1.32 1889 2.25 1890 3.07 Feb. Mar. 1.77 3.16 Feb. Mar. 2.65 3.23 > 1S, Be Oot wwe Orr A100 ObD- NR Or OOOCr CORR WwW. mS Oo co WOoORNDHEHEHENDHONHE NAKHON OID. CO bD Ht : i ive) — Apr. 768 WAUKESHA, WIS. = & June July 8.53 4.32 22 29 59 14 54 99 21 DWNWONONNUMSCMONDDOHOOHR. NOBNOHONGMOENNHEDH OMS. Re bo tO O1 WD Ob WW BRR Oe CO DD DD bOD yt HOR ORNWOONNTNNWNHHWeH. PROWNNTHOWDOOHONMAMIHOS. ih > ONO AIO ORM OOOSRe. DPRHORROWNW WNPWNOWHROR Rr WHERE POW D AT. COW rR WwATONTOWO WAUKESHA, WIS. May June July (No. 1) WAUKESHA Co. Aug. 3.07 2.61 2.67 4.08 2.50 5.67 0.64 4.33 4.07 3.73 2.80 Sept. 0.58 2.45 2.87 4.55 1.56 5.71 1.35 1.55 3.18 2.02 2.67 3.95 5.04 4.33 1.44 2.84 5.21 0.81 3.32 2.29 Oct. 1.46 0.78 2.41 2.37 0.67 0.68 eye 4.10 1.21 2.34 1.00 1.73 2.50 3.28 3.19 2.36 1.25 0.82 0.48 1.13 Nov. 3.21 1.49 1.47 2.08 2.11 2.05 1.25 0.98 2.20 1.86 0.58 2.39 1.01 22 2.19 2.54 1.26 2.03 ase 2.87 (No. 2) WAUKESHA Co. Aug. Sept. Oct. Lilie. Nov. 1.48 1.64. 0.68 1313 1.12 3.43 3.14 0.62 3.01 3.95 WoopstTock, ILL. McHenry Co. May June July Aug. Sept. 4.40 1.48 2.09 3.34 4.31 0.82 Oct. Dec. 2.08 1.95 eeeee - Nov. Dec. Yearly 2.88 2.55 2.20 ee nee ereee Sees EXHIBIT 104. Year 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 Remarks: EXHIBIT 105. Year 1897 Jan. Hee OW ON OCOOF: m= OATS OS © OCF: OOwWoWaorLwWwoocogmn: Jan. Feb. Mar. LiferelsG 1.26 2.05 1.78 1.74 2.12 0.83 0.17 2.10 1.70 0.46 4.05 2.70 3.23 4.96 2.38 1.31 2.58 2.20 0.85 0.07 Apr. 0.79 0.31 1.15 3.14 5.23 4.04 1.97 1.55 8.41 4.16 * 11 days only. Feb. Mar. Apr. 769 YORKVILLE, ILL. KENDALL Co. May June 4 ATs 2.14 UBT TY eat Tea a 7.06 14.44 3.01 4.72 y Ma He Pa Ht 5.96 4.62 5.09 2.20 4.60 5.22 6.18 1.65 2.21 5.21 4.49 1.02 July 3.84 3.34 (ee!) 5.07 3.88 3.90 1.61 6.23 3.96 2.24 Looe FORREST, ILL. Aug. Sept. Oct. 4.23 2.53 2.83 0.80 3.36 1.08 2.96 8.23 1.80 5.15 6.76 2.40 4.21 3.82 1.44 ue oheeiy 1.08 3.90 10.25 2 iad (ae aden keh o.90e- 0.95 (. 2.09 3.32 1 3.90 5.58 1 LIVINGSTON Co. May June July Aug. Sept. Oct. Nov. 4.56 o & SCrFPOCHHENHRRFrO COP “IC COR HE MONrH SOaAnNwnrewaownoww re oo ee ee es 6 Shae res See Shete. | aha Se ae oun ear” SC eORINE © sp CB «8 6 © EXHIBIT 106. Year 1895 1896 1897 1898 1899 Remarks: Jan. 1.23 Feb. 2 1 00) 1.87 5.67 2.51 4.62 2.11 op AAC, coca * 92 Mar. 1.06 93 4.01 5.17 Apr. 3.42 3.62 2.70 2.13 occurred in LEXINGTON, ILL. McLEAN Co. May June 1.23 2.29 6.22 4.58 1.68 1.59 6.09 2.21 July 9.16 7.18 6.38 1.32 Aug. Sept. Oct. 4.89. 5.87 2216 Oe, (alee a 2 Geers 2.44 5.23 4.06 Nov. 2.80 4.19 2.09 Dec. 6.83 0.15 1.47 1.18 23 days. Total fall for month estimated 1.00. EXHIBIT 107. Year Jan hey @O = 5 Apr WoopForD Co. Nov : . Mar. : Aug. Sept. Oct. : : ; 1895 - 1896 1897 1898 1899 1900 1901 1902 1903 1904 1905 1906 1907 1908 1909 1910 1.26 5.14 4.21 50 1.30 1.49 48 0.71 2.51 1.16 1.89 3.99 .80 1.62 1.45 Sethe he ee CMM OROR HE PW PIAA: Re OO OO WOWAWAWOMDRROOO OP: OK NOR RRP WNWMNWWWNHOLWF- .- SCmPRUIDODODWBDRONSOHS. WCONWMNWONTOHNOOON KH OOO: 3.64 2.93 2.87 1.58 1.16 2.23 4.65 2.75 3.88 92 2.59 4.06 5.62 3.63 MINONEK, ILL. May June July iti Weis Neey Bae Das! $205 22257,53-93 6.84 2.92 .58 BeOS. bathe 3.09 1.40 2.21 2.41 2.50 2.40 2:43 9.Al 7.76 3.23 4.12 6.24 gel) 1eH 623 4.54 3.35 2.07 1.62 2.46 1.66 4.14 4.19 5.72 Si ieal. 2h 1.88 DU OTOL A UO 452° 4507) 1.31 Le & Soe Se 2.67 4.53 0.20 1029 0 ae LS 4.76 5.47 3.86 1.74 4.20 3.47 6.43 2.54 2.24 BY fi et OS rey ti 8.56 4.59 1.59 4.49 7.14 2.23 2.69 4.14 0.17 2.59 2.64 2.10 2.51 4.37 1.50 3:91 3.82 .44 1.62, .0.99,.0.69 3.32 1.98 2.43 2.46 3.91 0.93 4.03 2.32 0.92 2.13 95 2.66 78 3.15 0.92 1.68 2.04 1.89 1.60 3.83 0.33 (70 EXHIBIT 108. PontTaic, ILL. LivINGsTon Co. Year Jan. Feb. Mar. May June July Aug. Sept. Oct. Nov. Dec. Yearly ia regan Rp yon’ wees mina, ven,» 4090s O00 pe og toe > Ss oe 1886 0.75 .... 2.50 1.90 2.99 1.28-0.82 0.80 4.28 0.382 U;63 00 5ae 1887 0.92 3.85 1.11 1.20 1.15 0.28 0.13 1.600 1.01~ 0.93) Ul a7 eo, cee 1888 1.40 1.48 2.38 0.90 5.70 3.85 4.32 0.65 0.47 2.35 1.37 Li20e2oue 1889 1.39 0.97 1.58 1.35 5.50 2.42 4.65 0.11 3.80) 162° Sou0 eee 1890 4.18 1.20 $8.58 4.157 3.65. 5.10 0.75 1.95 0135" 2.61 ape ee 1891 0.95 2.45 2.88 3.45 0.47 6.07 2.65 3.95 0.20 1.40 4.70 2.40 31.57 1903 0.80 3.23 2.54 4.94 4.36 1.39 6.35 2.60 3.62 2.76 1O0G@))1 OR ao 1904 3.92 1.84 5.73. 3.63 2.67 1.95 5.37 2.45 5.79 O17 0.00) Zola 1905. 1.80. 1:89 2.17 3.45: 6.33° 1.70 1:78. 1.82 2.26 2.55 9222000 tag cee 1906 3.07 1.78 3.28 2.18 1.77 2.35 2.39 0.80 3:56 1.6] 2,550 oq eee 1907 5.62 0.15 2.74 3.09 3.28 3.00 5.66 4.47 4.59 0.61 2.04 3.05 38.30 1908 1.01 4.52 °2.90 4.83 8.72 1.65 2.35 1.251.530.9220) eee 1909 2.58 4.30 1.81 5.96 3.05 2.90 2.29 3.75 2.15 2.33 4.00 S3coeueeee 1910 1.78 0.97 0.20 4.07 5.04 2.14 -1.25° 4.39 4.10 1.69 0.82 S0e/aieeie EXHIBIT 109. STRAWN, IuL. LIVINGSTON Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1899 .... (.... .s.0 1.04 6841 4.07 1.80 74 3.79 2.60 1.78 Bae 1900 0.95 3.76 2.11 1.12, 3.76 .... 2.65 5.94 1.50) 1.645 )4)52 ee 1901 1.46 1.18 3.59 1.07 2.77 4.22 2.37 3:00 2.52 3.22 1.00 2:64 929704 1902: .97 1:70 3755 2039 3259.14.00 .... [205 5167 2a ee EXHIBIT 110. STREATOR, ILL. LA SALLE Co. Year Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Yearly 1893. .... sees «se 6.17 9.21 0.96 2.4. 122. 3.00) 22 er 1894 1.90 0.44 2.95 1.038 3.62 2.53 °.... S..2) (20. gape ecu 1895 1.55 0.30 1.40 0.41 0.80 -.... 6.00, 2.60 1.90 1.00 4.54 OS (80se 1896 1.30 1.15 0.65 2.63 5.98 3.27 5.75 1.52 3:44 0.05 2 O07 SQ sO 1897 5.65 1.55 4.08 1.88: 21:18" 6.70-2.71 1.077 1.10 0.23 “4,270 espa 1898 3.43 1.62 6.93 3.00 6.00 3.24 0.62 2.96 4.20 2.99 2.47 0.77 38.23 1899. 1.28°-1.82° 2... 0.45°°2750° 1,825.22 1569°°2273" 2:47 1.23) 1900 1.49 3.54 2.85 1.24 2.44 1.63 3.13 7.13 2.56 2.18 2.57 Oioaeegeeee 1901 1.42 1.40.3.49 0.75 1.24 2.85 3.02 2.56 2.20 0.63 1.38 245 23709 1902 0.79 1.32 4.66 2.17 4.37 10.64 8.59 7.11 5.26 3.24 3:48 IO74 oacay 1903. 0.90 2.52 3.79. 4.81 2.48 2.07 2:43 4.04 7.60 1:02 0.78 Deyeeesaeee 1904 2.23 1.55 5.76 3.91 4.46 2.11 4.60 2:39 4.15 0.20 TO Seb7ueagees 1905 1.07 1.88 2:20 4:22 4.77 3.01. 4:10 2:15 2.39 2.64 InfS Sean 1906 2.26 1.99 2.77 1.40 1.79 9:10 1:39 2:25 4:25 1.64 2575 Soe0Geeceeen 1907 5.64 0.10 3.02 2.92 3.70 3.95 7.61 5.08- 5.58. 0.51 2:06 [yaleeaiees 1908 0.59 3.73 2.53 4.15 7.16 1.69 3.62 0.41 0.39 0.68 2.36 O.;022eeee 1909 1.37 3.45 1.81 6.61 2.76 4.79 2.60 3.31 2.74 2:21 S327 2eppeeeeee 1910 2.25 1.03 0.41 4.20 5.13 2.98 0.81 5.38 .4.59 1.43 0.43 1-81 30745 3480 Order adjourning court until Monday, December 2, 1912, at’ 11 o’clock. 771 3481 December 2, 1912, 11 a. m. Court met pursuant to adjournment. F. EK. Caupwett, a witness for defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is F. EK. Caldwell. I reside at Havanna, Ih- nois. I am fish commissioner of the State of [llinois. I have resided at Havanna 50 years. Am acquainted with the Illinois River, particularly from La Salle to Grafton. 3482 The State of Illinois has a steamer which is used in the prosecution of its fish preservation work, the name of which is ‘‘The Illinois.’’ It is 139 feet long, 28 feet wide. It is a hght draft boat, about 30 inches, but it takes more water of course to run it. I have been chief warden of the state for seven years, but I have been connected with the service for twelve years. I have been acquainted with the Illinois practically all my life. I was raised on it. I have known the river 3483 probably intimately for 16 years. Since 1900, when the Sanitary District channel was opened I have noticed some little difference in the Illinois River. In my judg- ment and opinion the difference, comparing the low water period with low water period the height of the water is from 10 to 14 inches. It would vary a great deal ac- cording to the rainfall, but in a general way I would say about 12 inches. I have noticed the tributary streams of the Illinois River. The tributary streams of the Illinois River carry 3484 considerably more water now on account of the drain- age than they did ten or twelve years ago. 172 I am familiar with the levee conditions in the vicinity of Havanna. I constructed the largest one down there, the Lacey levee. There are three levee districts imme- diately adjacent to Havanna, the Lacey, the Langilier and the Otter Creek Districts. The Lacey and Langilier districts extend about three and four-fifths miles along the river. The Otter Creek District does not touch the river. It lies right back of the Langilier District. Before 3485 the Langilier and Lacey Districts were put in near Ha- vanna the width of the river was about seven and one- half miles straight across from bluff to bluff. In high water the river is 5,600 feet wide. I know the high water of 1892. I have not seen any high water in the river as high as the July water of 1892. 3486 I have been over the Illinois River many times between La Salle and Grafton. The Illinois River as it was in times of high water before the drainage systems were put in, was more of a sluggish nature, did not rise as quick nor it did not fall as rapidly. Now it seems that the river will commence rising and it will rise very rap- idly and unless the Mississippi is very high it will fall about as rapidly as it rises. 3487 I have known of back water in the Illinois River on account of the Mississippi River to come up to the Camps- ville Dam. That would be about 41 miles. I know about the drainage districts in my vicinity and up and down the river. They all have pumping sta- tions in connection with them that I know of. I do not 3488 know what quantities of water the districts will dis- charge into the river but it is an enormous amount. The drainage districts in the Illinois River have been con- structed within the last 15 years, most of them within the last six years. T am acquainted with the stretch of river above the 173 Henry Dam. The steamer Illinois is in commission from 3489 April 1st to November 15th as a rule. During the four years I was with it practically all the time; the last three years I have only been with it occasionally. Now, probably once or possibly twice a week for the last three years. Captain Spear had charge of the steamer at such times as I was with him. He was master and the en- gineer was William McKinly. They have been with the steamer all the time I have been connected with it. 3490 Cross-Examination by Mr. O’Conor. I have never had any connection with the Sanitary Dis- trict of Chicago. I have not been in La Salle during low water since last June, July and August, I mean this year. When I speak of La Salle I mean Peru. 3491 I shonld judge the river at Peru is about 650 feet wide. I would imagine the depth of the water is 11 or 12 3492 feet. I made no soundings to ascertain its depth. I don’t think I know any day in the last summer, in the year 1912, when I can tell how deep the water was, how much water there was at the Peru bridge either in the month of July or the month of August. I cannot tell you any specific day in any vear. I have formed my idea from the observation of the nets that are fishing 3493 illegally in the river. For instance you take a net this year that is fishing at a certain time, in certain water, and it is a five-foot net with the hoops half way out. The next year you will find the same place, the same sized net is entirely submerged. Those are the things I formed my opinion on. I recall years when IT saw them out of water and years when in the summer time I would see them completely submerged in substantially 3494 the same place. It was along the east shore or the opposite shore along Peru there, commencing just at the bend and going south half a mile down the river, just (74 around the bend probably 500 feet I would imagine. I saw it submerged between the 15th day of April and the first day of May five years ago, and three years ago if I remember distinctly. At Peru I have noticed the water is more of a bluish 3495 color than it was before the Sanitary District water was turned in. Prior to that time the water was some- what sluggish and dirty. Very little current along the side, the current was out in the center if it was any place. 3496 We had no trouble bringing our boat up there prior to the year 1900. We go up the channel on the north side where the bank is steep. We dock there by keeping close to the north bank where the old dredge used to come in. I don’t know how much blue water it would take to give a stream a blue appearance. I think it would de- 3497 pend a whole lot on the condition of the water before it was mixed. Where a clear fresh stream comes into a mucky river, you will notice there is a difference in the clearness of the water for a certain distance around the point where the two streams come together. I did 3498 not have in mind a clear stream running into a larger stream of dirty water. I had in mind a stream coming down off the bluff and that muddy water you will see 3499 for miles. down the river, that is at the side that it comes in. You will see a perfect stream all the way down for miles on that side. 3500 The Sanitary District water I think it carried about 38 miles befere it reaches Peru. I have not noticed the same bluish condition at a point farther down stream unless it is in the summer time when there is no rain. I don’t know that I ever noticed it at Henry. I am fa- miliar with the character of water that comes from the Kankakee at Kankakee and at Wilmington. 775 3501 I don’t recollect having made any observations as to whether the combined waters of the Sanitary District and the Desplaines River are greater or less in quantity than the Kankakee River at the point where these two streams come together. It has been 90 days since [ last saw the rivers at said point. I did not see them with any purpose in view except in the line of by business. 3002 The highest water was in 1892. It was a flood year. Prior to that in 1883, another flood year. It was higher than the water of 1892. Our boat draws 30 inches of water when it is stand- 3502 ing still. Running 18 miles an hour you ought to have 15 feet of water for good navigation. Need lots of water. Have always had high water on the Mississippi River. The level of the Mississippi water got higher than the level of the Illinois water, it backs the Illinois up. I have noticed a change in the Spoon River; the 3504 others I have not noticed. I have noticed that the Mack- inaw below Pekin, comes out with greater force and more rapidly and comes in a volume. The Illinois River is the largest stream and its tribu- taries for the most part are small creeks. This diking I spoke of was done to reclaim bottom 8005 lands. These lands were always submerged. The work has been going on for 15 years. Re-direct Examination by Mr. Chiperfield. The nets I spoke of I saw three years ago when they were about half in the water. And five years ago when 3006 they were entirely submerged. I would imagine the current in the Illinois River is between three and four miles an hour. 776 Re-Cross Examination by Mr. O’Conor. Right now at this time. I would take it from the point Tam most familiar with at Havanna or Peoria. It would not be quite as much at Peoria, I don’t think, as it would where the river is narrower. It was five years ago when 3907 I saw the net in a certain place submerged and about three years ago in the same place the net was half sub- merged. The general inference I drew was that there had been a rise in the river of about one foot. Five 3508 years ago there was a difference of two and one-half feet of water, compared with where the nets were three years ago and that was the only incident I had in mind on which I based my conclusion that the river has in- creased from 10 to 14 inches. I said half way. It might 3509 have been. It might have been less and and it might have been more. It was simply an illustration. That 3010 would just be one of the instances that would show a person that there was a difference in the water. CuHarLEs Sprar, a witness for defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Charlie Spear, I reside at Havanna. I am 46 years of age. I am a captain, pilot and general river man. JT am captain and pilot of the Illinois. I 3511 have been following the river since 1881. I have been on all the boats that Captain Sibley ever owned and on the steamer Eleanora, for seven years, and been on the Illinois for four vears. The Sibley line has head- aquarters at Peoria and Havanna. They had six or seven boats. JT have been a licensed.master and pilot every since IT was 21 years old. I have been over the entire Illinois River but T could not say how many times. I 177 3512 know the whole stream. I have acted as pilot over the entire stream. I knew the Illinois River before 1900 and since. I think there is a difference since the Sanitary Dis- trict of Chicago was opened January 17, 1900, in the low water of the Illinois River as compared with the low water before that time. My best judgment is it would be 10 or 12 inches. 3513 I have noticed the tributary streams as they come into the Illinois River as compared with eight or ten years ago. They used to go dry. [J haven’t noticed any of the creeks dry lately. I know the location of the Henry Dam and about the river filling up above the dam. It has been. about five years ago we boated the timber off on a point of land just above the dam there about Beardstown, and we loaded our barges there drawing four feet. I had a dou- ble trip to get into the lock and shove the barges through the mud to get back into the lock just above the Henry Dam. That has been five or six years ago. I don’t know the width exactly at the Henry Dam. I think it is about six or seven hundred feet. 3014 Before 1900, in low water there was hardly any cur- rent; now there is about three miles of current most every place. I am familiar with the levee and drainage districts along the Illinois River. Before the construction of these levee and drainage districts, along the Illinois River, from Pekin down, in times of extreme high water it ex- tended from bluff to bluff. I think the greatest width is about three miles at Havanna. I think it was 1902 it took out all the roads across from Havanna and shut off navigation there on the bridge. I took a flat boat and boated some fellows across the river, ferried them across the river and I landed here against the bluff at Sepo. I 178 think the bluff from the Mason County side over there was three miles. With these drainage districts, in times of high water, the river is a whole lot narrower. 3515 I have observed the high water on the Illinois River. The highest water I ever personally observed I believe was in 1892 andit might have been six or eight feet higher than any other high waters we have had since. The steamer Illinois is the steamer with which Mr. Caldwell and Mr. McKinley are connected. My territory as master and pilot covers the Illinois River and tribu- taries from St. Louis to Keokuk on the Mississippl. 3516 Cross-Examination by Mr. O’Conor. I think the high water was in 1892. Nothing has been said to my mind that recalls the year. That has not been 3517 talked over between me and anybody else. The river is from 10 to 12 inches higher; that is getting down pretty close. I did not measure it. I have not talked the proposition over within the last week. Steam- boat men are always talking over the river, whether it is rising or falling. 3518 I first knew I was going to be a witness when I was called a day or two ago, when I was asked about the rise in the river, I was asked about the difference and I put it from 10 to 12 inches. I never made any measurements with a rule. I have put lots of barges over the dam and we watch that very close, you know in putting barges over the Henry Dam. I have measured the water lots of times with a rule when the water would rise. We are interested in that and I put out a mark and I kept it from time to time, whether it raised a foot or two feet. But when this water was turned in I wasn’t watching that very close. : 3019 I remember when it was turned in. It was turned in in January, I don’t know exactly what year. I don’t 119 know how long afterward I first noticed any change in the river. I was fishing in the vicinity of Havanna. A part of the time it was frozen over at Havanna. The first time we noticed any rise in the river we 3520 did not notice over a foot of rise. Recess taken to 1:15 p. m. same day. 3521 December 2, 1912, 1:15 P. m. Court met pursuant to adjournment. CHarLin Spear, a witness for the defendant, being re- called for further cross-examination by Mr. O’Conor, testifies as follows: In the month of January when I say there was a rise in the river after the opening of the Sanitary District channel, it was just the ordinary stage of water. I could not state the stage. My best recollection is it was 1900. It was not a very low stage. I have seen the 3022 water very low in winter. Ordinarily there 1s a pretty good flow of water in the river during the month of Jan- uary. I next noticed an effect when it would rain; the river would rise. That water did not come from the district channel. That water has always showed its 3523 effect on the Illinois River. Then I noticed the water in the summer time did not get as low as it usually did. When it would rain the water would become muddy. Before 1900 the river always cleared up during the win- ter and was dirty during the rainy season. When the water was low it was sluggish during the summer months. I was acquainted with the river at Peru. I never floated any rafts or anything around Peru, but I know that 3024 the current was very slow before 1900. There is more current since the water was turned in there. The ap- 780 pearance of the water is a little clearer, always clearer when it is high. I never sounded the water at the Peru bridge before 1900. It was always deep there. I had no occasion to sound the water. I have no marks or anything of that 3525 kind in my mind that enable me to determine the rise in the level of the river since the year 1900, has been from 10 to 12 inches, only the river is always a little higher, always more water in the river. The dams for one thing at Copperas Creek and at Henry. I noticed we could go over the dam at Copperas Creek longer than we used to with a steamboat drawing from 24 feet to 32 inches. We would go over Copperas Creek sometimes when we were 3026 dragging a little drawing 30 inches. By dragging I mean scraping the bottom. The difference I have no- ticed 1s we used to get down until there would be possibly a foot or a foot and a half of water going over the dam, and now it is three feet or more at a longer time during the year. Of course it would be just enough to make the difference. I could not say just exactly what the differ- ence in the rise of the river would be. Probably a foot or a little more. 3027 I should judge the river where it crosses over Copperas : Creek Dam is about the same width as at Henry, six or seven hundred feet. And before it comes to the dam there is a considerable flow along in a straight direction. I think the increase would be approximately the same as it would be at a point further up the river, although where it is narrower it ought to raise the water a little more. 3028 The Henry Dam is upstream from the Copperas Creek Dam a little over 50 miles. I have not run over the Hen- ry Dam very much or through the locks. I boated timber through there about five years ago. We ran over the Henry Dam some this year. Almost every month during 781 the summer of this year with the Illinois, which draws 30 inches. When the boat is coaled down it draws 30 inches. We always slow down very slow in going over either dam, less than four miles an hour. We dragged once crossing the dam this summer. I could not mention the month ex- 3529 actly, I could tell by looking at my log what month. I don’t know about the flash boards being used at Henry. The increase in the rise of the river is simply given from general observation. The flow of the river is now I think three miles an hour at all times. Of course when the water is high in the spring it is more than that. It is less than three miles an hour in some of the deep 3530 water. When the river is higher the speed is faster. I have no notion as to the speed of the river prior to 1900. I have tried to float a pan of fish from Liverpool down. I know it would take a whole day, eight miles, practically no current, and I think now it is three miles an hour. They have been constructing levees down there for some time. 3031 JI remember all the high water ever since I came on the river but I don’t remember the year. J remember there was high water in 1883 and 1892 and 1902. Re-direct Examination by Mr. Chiperfield. The first levee I remember being constructed was con- structed about fifteen years ago. The District was start- ed, the Lowe and McGinnis levee across from Beards- 3532 town, or the Christian Lowe. There was no levee con- structed at the high water of 1892. Mr. Traut was engi- neer of the district. I have seen more than three feet of water on the dam since 1900, and have seen less. 782 3533 GLEN W. TRAER, a witness for defendant, being sworn, testifies as follows: Direct Examination by Mr. Chiperfield. My name is Glen W. Traer. I reside in Chicago. I am a coal operator. At the present time I am interested only in the operation of mines at Danville, [llinois. I have been interested in several of the districts in the state in the past. In times past I have been interested in the La Salle District. I am acquainted with the coal proposition throughout the La Salle District, something more than twenty years. 3534 I am acquainted in a general way with the region in which are situated the lands claimed by the La Salle County Carbon Coal Company which lie across the river from Peru and La Salle. I don’t know their property individually. I observed the property which was pointed out on the map this noon. | Q. Now, I will ask you to state in a general way if you have an opinion as to the fair cash market value of that property after January, 1900? A. As a coal prop- erty, yes. | (). You may state what in your judgment and opinion was the fair cash market value of that property? Mr. O’Conor: We object, your Honor, unless the whole property is included. Mr. CuiperFieLD: Well, we are including the property. The Court: I think I will let him answer. Mr. CHIPERFIELD: You may state, Mr. Traer. Mr. O’Conor: Pardon me. Is the time fixed? Mr. CHIPERFIELD: Yes, sir. Mr. O’Conor: I thought you said simply after 1900. The Court: Well, the question is perhaps objection- able, that feature of it. 783 Mr. CurperFietpD: Well, the theory on which I am pro- ceeding is this, if your Honor please. I want to show the 3535 value of that property after that date up to and includ- ing this, and if your Honor please, unless the court is fa- miliar with a couple of decisions, | want to call your Hon- or’s attention that we have the right to show up to that time as bearing on the question of its value. I have the opinions here. I laid them out, thinking perhaps the court might wish me to produce them, and I have them there if there be any question about it. The Court: If I understand your question to include asking for an opinion of the witness as to the value of that property, the market value of the property at the present time—— Mr. CHIPERFIELD: No, it is not that. The Courr: If you do, I will sustain the objection. Mr. CureerFIELD: No, it is not that. It is the value of the property shortly after 1900. The Court: Well Mr. O’Conor: We object, unless it is confined to the proper period of time, your Honor, to the same limits we were confined to. Mr. Cuiperrisetp: May I produce an authority, your Honor? The Court: Yes. Mr. CurPerFIELD: Now, in the case of Springer against the City of Chicago, 135 IIl., page 552, the court uses this language: 3036 ‘‘Kividence of the value of the property at the time of the trial is competent, as having a bearing on the value of the property. Evidence of the value before and after the time when the damages are alleged to have been sus- taind is admissible.’’ 3037 @. You may state, Mr. Traer, what in your judgment 784. and opinion was the value of this property shortly after 1900? The Court: There is no objection to that. Mr. O’Conor: I don’t know what the questioner’s idea of shortly is, your Honor. The Court: You know’as much as I do. Mr. Curperrirtp: They may find out on cross-exami- nation what that is. The Court: You know as much about it as I do. Mr. O’Conor: We object unless he states some definite time. The Court: I think I will sustain the objection to it. 3038 To which ruling of the court, the defendant by its counsel, then and there duly excepted. Mr. CuiperFieLD: Very good. Now, I can make things pretty short. I want to offer to prove by this witness that the value of the coal rights, shortly after January, 1900, in and to all the property described in plaintiff’s declara- tion was $50 an acre, for coal purposes. The Court: I think this. I think you are entitled to 3039 prove the general condition of the property at the pres- ent time, the physical condition, the circumstances and situation and all those things, but I doubt whether you are entitled to prove the market value at the present time. 3040 I think if it is restricted to the time of the alleged injury or alleged damage, I will allow you to do it. I feel as if 3041 I ought not to allow you to take an opinion of the wit- ness as to the present fair cash market value of the land if they object to it. If they don’t object to it I will allow you to do it. Mr. O’Conor: The Sica so far was to the form of the question that he put. I don’t know what he means by shortly. Mr. Curprrrietp: That is for the witness to say and for you to find out, and I don’t mean that as a short 785 answer. It is for you to find out on cross-examination what the witness means. Mr. O’Conor: That is not the policy we were forced to pursue, your Honor. The Courr: Well, that is the question here now. Mr. O’Conor: I want the record clear as to what our objection is made to, not as to the proof but as to the form 3542 in which it is sought to be produced. The Court: You have objected and I have sustained the objection. Mr. CuipgerFieLtp: All right. I will ask you to state, Mr. Traer, what in your opinion was the fair cash market value of this property in 1900? A. In my opinion the property in 1900, was worth about $35 or $40, its cash market value as a coal property, plus whatever value the surface of the land may have added and that I do not know. I do not know what the value was or Is. Q. Iwill ask you to state in your judgment and opinion what was and is the fair cash market value during the year 1912 prior to the date of giving your testimony in this cause. Objection by plaintiff; objection sustained; to which ruling of the court, the defendant by its counsel, then and there duly excepted. Mr. CuiperFieLtp: ). I will ask you to state, Mr. Traer, 3543 what in your opinion and judgment, was the fair cash market value of this property in the year 1905? Objection by plaintiff; objection sustained; to which ruling of the court, the defendant by its counsel, then and there duly excepted. Mr. CHrIPERFIELD: @. You may state, Mr. Traer, what in your judgment and opinion was the fair cash market value of this property in the year 1904. Objection by plaintiff; objection sustained; to which 786 ruling of the court, the defendant by its counsel, then and there duly excepted. 3544 Q. Iwill ask you to state what was the fair cash mar- ket value of this property in the year 1903? A. In my opinion it was worth $50 an acre as a coal property in 1903 plus whatever the value of the surface may have been. Cross-Examination by Mr. O’Conor. I have answered questions only in relation to the coal that underlay the ground. My answers are directed sim- 3045. ply as to the value of the coal. Taking the coal prop- erty alone, thinking of it alone, I don’t think turning the water into the [llinois River would increase or diminish the value. The river would have no effect upon its value. 3546. The flooding of land underlaid with coal would not in- crease the value of the coal. 3047 Epwarp T. Bent, a witness for defendant, being sworn, testifies as follows: Direct Exammation by Mr. Chiperfield. My name is Edward T. Bent. I reside in the City of Chicago. Am engaged in the coal mining business at Oglesby, just south of La Salle and at Rutland. Oglesby is 24 miles by rail and about four miles by wagon road from La Salle. I am acquainted with the premises of the La Salle County Carbon Coal Company lying east of the Peru road on the south side of the river, also lying east and west of the Illinois Central right of way and east and west of the C., B. & Q. right of way across from Peru and La Salle. I am 50 years old and have been engaged in the coal mining business at Oglesby all my life. Our mine is lo- 3048 cated less than two miles from the lands you described. 787 I have an opinion as to the fair cash market value of those lands after 1900. @. You may state what, in your opinion, was the fair cash market value of the land which I have described to you, I will say shortly after January, 1900? Mr. O’Conor: We object to that. Objection sustained; to which ruling of the court the defendant, by its counsel, then and there duly ex- cepted. Mr. CHIPERFIELD: Q. You may state, Mr. Bent, what . in your judgment and opinion was the fair cash market value of those lands, say, in January, 1900? A. About $50 an acre, exclusive of the surface for other purposes than coal mining. 3549 R. A. Carrer, a witness for defendant, being sworn, tes- tifies as follows: : Direct Examination by Mr. Chiperfield. ‘My name is R. A. Carter. I reside at Ottawa. I am engaged in the grain business; have been all my life. I have given attention to the grading of corn and am fa- miliar with the grades of corn as established by the in- 3550 spection department of the State of Illinois. The grades are No. 1, No. 2, No. 3, No. 4, and sample. Sample is the gerade they used to call no grade, anything under No. 4. No. 4 corn is anything that will test under 22, I mean 22 per cent. in moisture. _ | have examined the corn in the cribs on the land occu- pied by the La Salle County Carbon Coal Company. The eribs are down near La Salle and Peru. There was one long erib south of the river and west of the Illinois Cen- tral. I made an examination of that corn. That corn 3551 was a pretty poor grade of corn, it would not go better than sample grade. I should say there was around 1,000 788 to 1,200 bushels there. The corn was green. ‘T'o the best 3002 of my knowledge I should say the corn was worth about 30 cents. No. 4 corn varies from 35 to 40. I have had an opportunity to see and inspect high land corn this year, A large per cent. of that will grade No. 4 and the remainder, a small per cent. of it going sam- 3553 ple grade and a small per cent. is going No. 3. The ma- jority of the corn that is raised this year or that I have seen this year is grading below 22. I think there was 26 or 27 per cent. moisture in the corn that I say was sample erade. No. 4 is under 22 and sample grade anything’ above that. 3054 I saw another erib there which we examined up near the shaft. It was right in there by their cars. Went right up where they had their props. It was a good sized 3005 crib; there was some old corn and some new corn. The new corn in the crib would grade No. 4. To the best of my knowledge its market value would be 35 or 36 cents. We found also another crib which was south of the river and across the river from Peru. The corn in that crib was sample grade and in my opinion was worth 30 cents per bushel. There were three cribs there, a double crib and a single crib there together, that was all the eribs. In that erib I did not figure it up, but I would 3556 estimate that there was at least 3,000 bushels there in the double erib and single crib together. I would figure that there was 3,000 bushels of corn. The ears were an average size. It was mixed as to color, part white and part yellow. 3557 +The two cribs I said would grade No. 4, was fairly well matured. The other cribs were green. Cross-Examination by Mr. O’Conor. T live in East Ottawa; moved there about July Ist. I went to examine this corn on the 30th of November, three 789 3005 days ago. The first crib we examined was over south of the river and west of the Illinois Central. I don’t know whether that wag the crib of Michael Charley of La Salle or not. I don’t know whether that is the crib in which he put the corn he raised on the bottom, the portion that he farmed this year. That corn was sample grade. It was too wet and too green to grade. ‘There isn’t any No. 1 grade corn, nor hasn’t been any 3009 No. 2 new corn onthe market. No. 2, without reference to whether it is old or new, would be worth about 50 cents in the country. No. 3 is about 41; sample, about 30. It depends whether the price of corn is increased somewhat during the past ten years. Corn is about as low now as it has been in ten years. I don’t know anything about the expense of raising the crop. The next crib that we saw was a crib up near the shaft, 3060 over across the river. There was 800 to 1,000 bushels of new corn. We estimated that that corn would grade No. 4. That is not the lowest grade; sample grade is the lowest. The other cribs were located south of Peru, two double cribs and one single crib and contained about 3,000 bush- els, 3561 R. A. Center was with me. Mr. Malone was with me. 3562 I did not notice any worms in the corn. We examined it very carefully, took it out, broke the ear and dug down into the cribs. Re-direct Examination by Mr. Cliperfield. Number 3 corn has to test under 194 per cent. of moisture. I cannot tell offhand what No. 2 is, there is so little No. 2, we don’t figure on it. 790 3063 R. A. Center, a witness for defendant, being sworn, tes- tifies as follows: | Direct Examination by Mr. Chiperfield. My name is R. A. Center, I live in Fall River Town- ship La Salle County. Business, farming. I have made a study of the grading of corn. I have been in the grain business five years and have been farming all my life the rest of the time. Saturday last I made an inspection of corn on the premises of the La Salle County Carbon Coal Company. The ribs were located, two of them south of La Salle and one south of Peru. Mr. Carter was with me. We 3564 inspected the cribs together. The first crib we visited the corn was what we would call sample grade. That is, corn that won’t grade. No. 4, is the next grade above that. The corn that was in that crib was worth about 30 cents a bushel. I could not tell the number of bushels be- cause I did not take that in view at all. 3065 The next crib we inspected was a double crib by the coal shaft. It was part old corn and the other half was new yellow corn that would grade No. 4. The corn was worth five cents a bushel more than the other. I cannot state how much there was in the crib. The other crib was a double crib and a single crib south of Peru. Big white and yellow corn that would go sample grade. It was worth about 30 cents a bushel. I did not estimate the number of bushels. Q. Now, have you seen or observed the corn that is raised this year on the uplands? A. Only my own. Q. Was that upland corn? A. Yes, sir. Q. What did that corn grade? Objection by plaintiff; objection sustained; to which 3566 ruling of the court, the defendant by its counsel, then and there duly excepted. | 791 The sample grade corn that I saw was what I would term large ear corn; the No. 4 is not. I don’t know whether corn on the uplands this year is grading better than No. 4. The corn was partly dented, a portion of it 3567 was glazed and a portion was not. I should judge about half of it was dented and about half of it was glazed. Mr. Carter and I were together. Cross-Examination by Mr. O’Conor. 3068 ‘There were two large cribs and a single erib that would not grade. One double crib would grade. One placé south of Peru there was a double crib and a single erib. Another place a single crib and another place a double crib. Those were all the cribs we examined. The other cribs were farther east, probably about south of La Salle 3069 near the coal mine at Jones. The corn south of Peru would not grade. Wituim V. McKrnuey, a witness for defendant, being sworn, testified as follows: Direct Examination by Mr. Chiperfield. 3570 My name is William V. McKinley. I reside at Havana, Illinois. I am a marine engineer. Chief engineer of the steamer Illinois. I have been in the service of the state about twenty years. I have been connected with the Illinois eleven years; prior to that time I was chief en- gineer on the Reindeer. It was a state boat. I have held a license as an engineer on the Illinois River for twenty-six years. Before that I was a pilot on the Ha- vana and several other boats, I don’t know just what 3571 they were now. I was not a licensed pilot at that time. I am acquainted with the [linois River and have known it all my life. I am forty-seven years old. I was ac- 792 quainted with it before 1900 from one end of the stream to the other. Since 1900 there has been a small change in the level of the river at low water mark. There 3072 has been an increase in the water about twelve or fif- teen inches at low water, as near as I can recall. The highest water I ever knew was in 1892. I have not known it to be as high since that time. I have had a chance to see and observe the tributary streams of the Illinois as they flow in. During the last eight or ten years there have been more freshets in them; that is, when a rain would fall it would raise them quicker. Since 1900 the current of the river has increased. Be- fore 1900, I suppose it was a mile and a half. Since that time it is three miles and a half an hour. 3573 As engineer I kept the log of the boat. It gives me a chance to tell how much better time we make up the river at different times at different stages of water. I note on the log the time it takes to traverse certain dis- tances. The difference in our time down the river and up the river is about three miles an hour as a general thing. Before any of the drainage districts were put in the Illinois River was in places three or four miles wide. 3574 Since the districts have gone in the width of those places is not over half a mile. The place at Havana. It is also true at Beardstown for quite a distance. IT recall about the time of the opening of the district channel. I made no observation concerning it, as I was on the Mississippi River at that time. 3575 No cross-examination. 198 Martin Houston, a witness for defendant, being sworn, testified as follows: Direct Examination by Mr. Chiperfield. My name is Martin Houston. I reside at Pekin, [li- nois. I am a pilot on the Illinois River; forty-three years of age. I have been a pilot for twenty-three years. The last seven years I have been with the Swain people. Tam now with the steamer Percy Swain. The headquar- ters of the Swains are at Peru or La Salle, rather in the basin. We run from La Salle to Peoria. I have put in ten years on that run; not steady, but off and on. Seven years steady. Make the round trip every other day from the first of April until the 25th of November, with the exception of two months, then every day during the sum- mer season. When our boat is lying at La Salle it is lying at the Peru dock. They are about two blocks above the Peru 3577 bridge, I should judge a mile and a quarter from lock 15. I am familiar with the Illinois River from Grafton to La Salle, the head of navigation as they claim. I have never been above La Salle with a steamer. Have been up with a gasoline boat. I have run the Fred Swain, the Davis Swain and the Perey Swain, the City of Peoria, steamer Isabelle, G. M. Sidley and Speed. I 3578 have been up and down the Illinois River between La Salle and Peoria every season within seventeen years. 3579 Hard to say how many times I have made the trip. During July and August every day, and every other day from April 1st until the 20th or 25th of November. I have observed the high and low water. I remember the high water. of ’92. I was at Pekin at that time. There was a hard rainfall raised the river very rapidly and broke in through some of the levees. The water came 194 down with such a rush it couldn’t get through those narrow places. The levees being along the river it would make narrow places and wouldn’t let it back water as it used to and it had to go somewhere. Since 1892 I have 3080 not seen as high water to my knowledge. Since 1900 I have observed a difference in the L[llinois River between that time and the time since, so far as low water is concerned. The water does not get down quite as low. It is about the same in low water season. It is according to the wet weather and dry weather as we have it. There isn’t very much difference to be noticea- ble. In dry weather the water gets down so we have to use the locks at Henry when we are going through. In high water we can go over the dam. I know a boat man by the name of Hawley. I know his boat. I remember at one time he was stuck at a bar right above the Henry locks. We had to pull him off. I cannot say how long ago that was. It was in the neigh- borhood of six years. 3081 Before 1900 the water got very stagnant. There wasn’t much of a current. There wasn’t any to speak of at all. Perhaps a quarter of a mile to the hour. Since 1900 there is at low water, I should judge, three miles | an hour. As a pilot we notice the current of the stream 3982 to a great extent as we go through it. It is at low water I would judge something in the neighborhood of twelve to thirteen or fourteen inches since 1900. I haven’t taken very particular pains to notice only running the dam and such as that, and landmarks along the river where we land. I know by that. I have seen the bottom lands across the river from Peru overflowed in times of high water. Seemed to be seven or eight feet of water. The river spreads out over the low land. It rises quick and goes down quick. A narrow stream and can’t go through it as it should and makes an overflow, 795 I have noticed the tributaries along the Illinois River in the last eight or ten years. he creeks that used to be 30983 dry are running water the year around nowadays. Most of them full of water, running water; that is, not full, but there is running water; they don’t go dry. The higher the water increases the current is pretty swift. I should judge since 1900 there has been a current of six or seven miles an hour in high water. I think the current is swifter now than before. 3084 I know the river is filling up so that in a good stage of water it is difficult to get through above the dam at Henry. I have observed that for five or six hundred yards. Our boat draws thirty inches. I have noticed the drainage districts down the river. They narrow the channel to a great extent. 3085 I have never done any boating on the Mississippi. I am engaged in the freight and passenger business from Peoria to Peru and La Salle. Cross-Examination by Mr. O’Conor. The stuff settling in the river back of the Henry dam is sand and mud brought in there from the creeks and the drainage of land which washes in and the farm lands being tiled. I know of farm lands back which have more or less been tiled and ditched out to dispose of the high water and rainfalls. I have seen where they were tiling and seen the creeks as they flowed into the [linois River. They make sand bars which the government is taking 3086 out. That has been going on for the last seven or eight years as I remember; had not been so much before. I cannot say how much land above the Henry dam has been drained into the Illinois River in the last seven years. I have been hunting over it. 3087 The spring freshets take more land than they leave. They bring more land to the river than they did before 796 the land was tiled. I think most of the soil comes from the surface of the lands. 0088 I have seen rainfalls when the water would run two feet from the banks of the river for a quarter of a mile. That washes in and fills up a bar. They did not do that to a great extent before the timber was cut off, which gives it a chance. I notice a difference in the color of the water itself. It is purer and cleaner. I have seen it when it was filthy ; 3589 you couldn’t stand it to eat a meal along the Illinois River. That was around Lacon and Havana. The fish all died. We never see any more of this and don’t have the stagnant odor. 3090 Have noticed the water at Peru since the Sanitary Distrist water was turned in. As a rule there has been eight to twelve feet of water there. The Peru bridge, I should say, is five or six hundred feet wide. There has - been a change in the speed of the river as much as at other places. There was always a little more current there. I should judge the current is two and a half miles during the summer months along there. 3091 I have noticed the water is clear all along from Peru to Peoria. We have several bars from Peoria to Peru that gets very shoal on us during low water. The levees I speak of was the Pekin levee as being affected in 1892. I remember the high water of 1902. I couldn’t tell the difference between the two by the 3092 gauge. Before 1892 the high water was in ’83 or ’84. In high water the river is swifter now than it used to be. I could not say, but I know we have a good current. It 35993 is faster to my best judgment. I know it makes more speed that it did before. In high water it runs off faster. 3094 Cannot judge the speed of high water as well as when the water is down in its banks. OT 3595 KE. B. Spencer, a witness for defendant, being sworn, testified as follows: | Direct Examination by Mr. Chiperfield. My name is I. B. Spencer. I reside in Chicago. I am in the employ of the Sanitary District as photographer. I have been engaged in the business of photography thirty-five or forty years. I understand the science of making and developing pictures and have been familiar with this work forty years. I make pictures for the Sanitary District. J use a camera with a regular stand- ard lens. When I say regular standard lens I mean a 3596 regular rectilinear lens. I mean a corrected lens. The pictures are 5x8. The pictures I make are correct re- productions of the objects photographed, and show the objects in their true proportion to each other. No ex- aggeration or distortion. In the pictures concerning which you are about to ask me I used this lens in all cases. Concerning the develop; ment of these pictures, I went into the field and made 3097 the exposure and brought them home and went into the dark room and developed them. As a result of the development process which I used nothing appears in the picture which did not appear in the negative, except the number. They were in no way manipulated or changed. The number on the picture with a pen is put on backwards so as to appear correctly on the photo- graph. The numbers are put on for a file number and the date and year they were taken. The pictures have 3098 not been retouched or anything. They each truly, cor- rectly and accurately reproduce the scene that was taken by me. I have a number of these pictures. I believe there are two or three of them not numbered. 798 I have a view of the Chicago harbor. Photograph produced and marked Exhibit 112. That is the entrance to the Chicago River from Lake Michigan. The building on the right is the government life saving station. he tower in the distance is the government light. There is a breakwater shown on the 30999 picture. This is the entrance of the Chicago River from the lake. 3600 I have a view of the entrance of the Chicago harbor and Chicago River showing a boat leaving the Chicago River and entering the harbor outward bound. Which said photograph was marked Exhibit 113. I have a picture bearing the number 2287 containing a view of the Chicago River at the State street bridge, the bridge in the distance being the Dearborn street bridge. Which said photograph was marked Exhibit 114. 3601 I have a picture bearing number 3916 which is a view of the Metropolitan bridge over the Chicago River just north of Van Buren street, showing the channel of the Chicago River at that point. Which said photograph was marked Exhibit 115. I have a picture numbered 3918, being a view of the Van Buren street bridge open and the Metropolitan bridge in the distance closed. Which said photograph was marked Exhibit 116. T have a picture, No. 3934, a view of the Chicago River at Polk street, looking north, showing the Polk street bridge under construction. 3602 Which said photograph was marked Exhibit 117. Picture No. 3933 is a view of the Chicago River at Fourteenth street. Which said photograph was marked Exhibit 118. I have a view of the main channel of the Sanitary Dis- trict of Chicago at Willow Springs. Which said photograph was marked Exhibit 119. 799 I have a view of the great curve on the drainage chan- nel at Romeo, looking upstream. Which said photograph was marked Exhibit 120. Photograph No. 1593 is a view of the Bear Trap Dam showing a discharge at the time of the taking of the view of 300,000 cubie feet per minute. Which said photograph was marked Exhibit 121. I have a view of the windage basin at Lockport, Illi- nois, No. 1378. Which said photograph was marked Exhibit 122. I have a view of the tailrace of the Sanitary District of Chicago immediately below the Bear Trap Dam which eonnects the main channel of the Sanitary District with the Desplaines River, made at a time when the Bear Trap Dam was closed and no discharge entering the tail- race. Which said photograph was marked Exhibit 123. I have a view from the same point, the only difference being the discharge is 300,000 cubic feet per minute pass- ing over the Bear Trap Dam into the tailrace. My num- ber is 3280. Which said photograph was marked Exhibit 124. Photograph No. 327 is a view of the junction of the Sanitary District tailrace and the Desplaines River a short distance below the Bear Trap Dam, taken at a time when the Bear Trap Dam was closed and no water discharged from the main channel of the Sanitary Dis- trict. Which said photograph was marked Exhibit 125. Photograph 3281 shows the same view as the last stated with the addition of 300,000 cubic feet per minute flowing from the main channel of the Sanitary District. Which said photograph was marked Exhibit 126. 3604 Photograph 158 shows a view of the Desplaines River 800 looking northeast upstream from the Summit highway bridge Which said photograph was marked Exhibit 127. The photograph 169 shows a view of the Desplaines River looking downstream from the Summit highway bridge. Which said photograph was marked Exhibit 128. Photograph 170 is a view of the Desplaines River look- ing upstream from the Willow Springs highway bridge. Which said photograph was marked Exhibit 129. Photograph 171 is a view of the Desplaines River look- ing downstream from the Willow Springs highway bridge. Which said photograph was marked Exhibit 130. Photograph No. 172 shows a view of the Desplaines River looking upstream from Lemont highway bridge, the bridge in the foreground being the Santa Fe Rail- road bridge. Which said photograph was marked Exhibit 131. Photograph No. 173 is a view of the Desplaines River looking downstream from the Lemont highway bridge. 3605 Which said photograph was marked Exhibit 132. When there appears to be a date on these photographs it means the picture was taken on that date. Photograph No. 793 is a view of the Desplaines River at Riverside showing flood conditions. Which said photograph was marked Exhibit 133. Photograph No. 794 is a view of the dam across the Desplaines River at Riverside. Which said photograph was marked Exhibit 134. Photograph No. 4104 is a view of the Atchison, To- peka & Santa Fe tracks between McCook, Illinois, and the Desplaines River bridge near Lyons, Illinois, showing the main line of tracks of the Santa Fe Railroad. Which said photograph was marked Exhibit 135, 801 3606 Photograph No. 4103 shows the territory north of the Desplaines River at Summit, Illinois. Which said photograph was marked Exhibit 136. Photograph 4100 shows the highway north of the Des- plaines River between Summit and Lyons, Illinois. Which said photograph was marked Exhibit 137. Photograph 2707 is a view at Romeo on the Desplaines River. Which said photograph was marked Exhibit 138. Photograph 2706 is a view of the Romeo highway a short. distance from the Desplaines River. Which said photograph was marked Exhibit 139. Photograph 2704 is a view of the east branch of the Desplaines River between Romeo Island and the main channel of the Sanitary District, the spoil banks of which are shown in the distance, together with the view over the main channel leading to the Village of Romeo. Which said photograph was marked Exhibit 140. I have a photograph No. 2705, being a view of a branch of the Desplaines River along the east side of Romeo 3608 Island, highway shown running east across the main channel of the Sanitary District. Which said photograph was marked Exhibit 141. Photograph No. 2701 is a view of the highway bridge at Lemont, Illinois, a portion of which was destroyed in the Desplaines River flood of March, 1904. Which said photograph was marked Exhibit 142. Photograph No. 810 is a view of the west dam across the Du Page River at Channahan, Illinois, the east dam being about 500 feet east of the end of the dam in this view. Which said photograph was marked Exhibit 148. Photograph No. 812 is a view of the Du Page River near Smith’s bridge, showing the mouth of the Du Page River where it enters the Desplaines River, looking down- stream. 802 Which said photograph was marked Exhibit 144. Photograph No. 657 is a view of the bridge over tha Yellow River at Knox, Indiana. Which said photograph was marked Exhibit 145. Photograph No. 650 is a view of bridge over ditch about a mile and a half north of Knox, Indiana; bridge shown in picture is one which is being erected to replace one washed out. Which said photograph was marked Exhibit 146. View No. 651 shows the new Kankakee River looking downstream from bridge near Jackson Island Club, In- diana. Which said photograph was marked Exhibit 147. Photograph No. 652 shows the new Kankakee River looking upstream from bridge near Jackson Island Club, Indiana. Which said photograph was marked Exhibit 148. Photograph No. 653 is a view of the old Kankakee River, about a quarter of a mile from the bridge near Jackson Island Club, Indiana, looking downstream. Which said photograph was marked Exhibit 149. Photograph No. 655 is a view of a drainage ditch about a quarter of a mile from the old Kankakee River near Jackson Island Club, Indiana. Which said photograph was marked Exhibit 150. Photograph No. 658 is a picture of the bridge over the old Kankakee River between San Pierre and Wilders, — Indiana. 3609 Which said photograph was marked Exhibit 151. Photograph 656 is a view of the drainage ditch about one mile from the old Kankakee River. Which said photograph was marked Exhibit 152. Photograph 659 shows a view of the new Kankakee River between San Pierre and Wilders, Indiana. Which said photograph was marked Exhibit 153. 803 View No. 660 shows the Mockler ditch near Wilders, Indiana, looking upstream. Which said photograph was marked Exhibit 154. View No. 661 shows the Mockler ditch near Wilders, Indiana, looking downstream. Which said photograph was marked Exhibit 155. View No. 798 shows a dam in the Kankakee River at Waldron, Illinois. Which said photograph was marked Exhibit 156. 3610 View No. 797 shows the Kankakee River and bridge at Waldron, Illinois. | Which said photograph was marked Exhibit 157. View No. 795 shows the [Iroquois River looking towards the Kankakee River. Which said photograph was marked Exhibit 158. View No. 796 shows the Iroquois River looking up- stream from the Kankakee River. Which said photograph was marked Exhibit 159. View No. 1334 shows the dam in the Kankakee River at Wilmington. Which said photograph was marked Exhibit 160. View No. 1335 shows the Kankakee River at Wilming- ton, Illinois, showing the highway bridge looking down- stream. Which said photograph was marked Exhibit 161. View 1336 shows the bridge over the creek at Wilming- ton, Illinois, which empties into the Kankakee River. Which said photograph was marked Exhibit 162. 3611 View 702 shows the mouth of the Kankakee River at Dresden Heights and the mouth of the Desplaines River shown near the bank of crushed stone near right of the picture. View shows portion of cofferdam in place about half way across Desplaines River. Illinois River begins at this point and runs south, parallel to Illinois and Mich- igan Canal. Dresden Heights Bluffs are shown in the 804 distance. The Kankakee River at this point being nearly 1,000 feet, Kankakee being shown at the right of the pic- ture, and the point projecting into the river immedi- ately in the foreground at left of the picture. Which said photograph was marked Exhibit 163. View 2660 shows an ice gorge in the Desplaines River looking upstream from a point near the mouth of the Desplaines and Kankakee Rivers. Which said photograph was marked Exhibit 164. View 2663 shows a view of an ice gorge in the Illinois River, the mouth of the Kankakee River being shown at the right of picture and the mouth of the Desplaines River at the extreme left. Which said photograph was marked Exhibit 165. 3612 View No. 1056 is a view of the E. J. & E. bridge over the Illinois River at Divine looking upstream. Which said photograph was marked Exhibit 166. View 809 is a view of the bridge over the Aux Sable River, about ten miles above Morris, Illinois. Which said photograph was marked Exhibit 167. View 707 shows the mouth of the Aux Sable in the dis- tance, looking towards the Illinois River. Which said photograph was marked Exhibit 168. View 1310 shows a view of stone bridge over the Aux Sable River just above the mouth of the Illinois River and near the Aux Sable locks on the Illinois and Michi- gan Canal. Which said photograph was marked Exhibit 169. 3613 This picture shows a view of the Aux Sable River just north of the stone highway bridge above the mouth of the Aux Sable River and near the Aux Sable locks about eight miles above Morris, Illinois. Which said photograph was marked Exhibit 170. View 1331 shows the Mazon River looking upstream three miles southeast of Morris, Illinois, showing new bridge over river. 805 Which said photograph was marked Exhibit 171. View 1332 shows the Mazon River looking upstream about three miles southeast of Morris. Which said photograph was marked Exhibit 172. View 1333 is a view of the junction of the Mazon and Illinois Rivers about 1,000 feet above Morris highway bridge over the Illinois River. Which said photograph was marked Exhibit 173. 3614 View 1059 is a view of the Morris highway bridge over the Illinois River looking downstream from a point near the mouth of the Mazon River. Which said photograph was marked Exhibit 174. View 1063 is a view of the Kankakee and Seneca Rail- road bridge over the Illinois River looking upstream one mile east at Seneca, Illinois. Which said photograph was marked Exhibit 175. 3615 View 806 is of the Mazon River near the Pleasure Club House, southeast of Morris and about three miles above its junction with the Illinois River, looking downstream. Which said photograph was marked Exhibit 176. View 807 is a view of the Mazon River looking up- stream from the same point as shown in picture 806. Which said photograph was marked Exhibit 177. View No. 142 is a view of the Marseilles dam across the [llmois River, looking north, showing the gates at head-race at right of picture, view taken looking north. Which said photograph was marked Exhibit 178. 3616 View 1007 is a view of the Illinois River with the Mar- seilles dam drowned out by an ice gorge, view shown looking southeast. Which said photograph was marked Exhibit 179. View 1009 is a view of the Illinois River and the Mar- seilles highway bridge taken from the north end of the Marseilles dam. Which said photograph was marked Exhibit 180. 806 View 784 is a view of the junction of the Fox and Honey Rivers at Burlington, Wisconsin. Which said photograph was marked Exhibit 181. View 785 is the bridge over the Fox River at Burling- ton, Wisconsin. Which said photograph was marked Exhibit 182. 3617 View No. 780 shows the dam in the Fox River at Elgin. Which said photograph was marked Exhibit 183. View 781 is a view of the Fox River at Elgin, taken at the watch factory. Which said photograph was marked Exhibit 184. View 782 is a view of the watch factory bridge over the Fox River at Elgin. Which said photograph was marked Exhibit 185. View 778 is the west dam in the Fox River at Aurora, Illinois. Which said photograph was marked Exhibit 186. View 1337 is the Fox River at Aurora, Illinois. Which said photograph was marked Exhibit 187. 3618 View 623 is of the Fox River looking upstream from Dayton highway bridge four miles above Ottawa. Which said photograph was marked Exhibit 188. View 800 is the Fox River taken from the Dayton high- way bridge, looking upstream. Which said photograph was marked Exhibit 189. View No. 624 is a view of the Fox River a short dis- tance above Dayton highway bridge, four miles above Ottawa. Which said photograph was marked Exhibit 190. T also have another view of the Fox River taken at the same point. Which said photograph was marked Exhibit 191. View 625 is a view of the Fox River bridge at Dayton, looking downstream. | ~ Which said photograph was marked Exhibit 192. 807 3619 View 801 is of the Dayton highway bridge from the Fox River, looking upstream. Which said photograph was marked Exhibit 193. View 803 shows the Main street bridge over the Fox River at Ottawa, Illinois. Which said photograph was marked Exhibit 194. View 802 shows the mouth of the Fox River where it enters the Fox River at Ottawa. Which said photograph was marked Exhibit 195. View 1068 is a view of the Illinois River showing the Ottawa highway bridge, view taken from the C. B. & Q. Railway bridge at Ottawa, Illinois. Which said photograph was marked Exhibit 196. 3620 View No. 804 is a view of the Vermillion River, looking downstream, at Streator, Illinois. Which said photograph was marked Exhibit.197. View 805 is a view of the Vermillion River, looking up- stream from the same position from which Exhibit 197 was taken. Which said photograph was marked Exhibit 198. View 1323 is a view of the Vermillion River, looking downstream at the highway bridge at Streator, Illinois. Which said photograph was marked Exhibit 199. View 1325 is the Vermillion River at Streator, Illinois, looking downstream. Which said photograph was marked Exhibit 200. 3621 View 1326 shows the dam across the Vermillion River about two miles above Streator, Illinois. Which said photograph was marked Exhibit 201. View 1329 is Bailey’s falls in the Vermillion River about four miles above the mouth of the Vermillion River. Which said photograph was marked Exhibit 202. View 1330 is a view of the rapids in the river near Bailey’s falls, about four miles above the mouth of the river. 808 Which said photograph was marked Exhibit 203. View 90 is a view of the Illinois River taken below the Shippingsport bridge at La Salle, [llinois, looking north- west, the plant in the distance being the zine works at Peru; the land claimed by the Carbon Coal Company be- ing on both sides of the river. Which said photograph was marked Exhibit 204. View 91 is a view of the Carbon Coal Company’s al- leged lands opposite the mouth of the Illinois and Mich- 3622 igan Canal, Peru being shown at the right hand of the picture. Which said photograph was marked Exhibit 205. View 98 is a view looking north from Mr. Boers’ resi- dence in Section 28, Peru being shown in the distance, the land claimed by the La Salle County Carbon Coal Company in the center of the picture. Which said photograph was marked Exhibit 206. View 93 is of the south side of the Illinois River just east of the south end of the Peru highway bridge, the zine works being shown in the distance. Which said photograph was marked Exhibit 207. View No. 92 is a view of the south end of the Peru highway bridge from the south end of the Peru highway 3623 over the Illinois River, looking southwest. Which said photograph was marked Exhibit 208. View No. 87 is of the land on the north side of the river, between the Illinois Central and C. B. & Q. Rail- ways. Which said photograph was marked Exhibit 209. View No. 74 is looking south from the Illinois and Michigan Canal opposite the electric light works at La Salle, showing Huse’ slough in the distance and Ship- pingsport belong Huse’ Lake. Which said photograph was marked Exhibit 210. View 75 shows lands along the south side of the Ili- 809 nois and Michigan Canal at the basin opposite La Salle and north of Huse’ Lake looking west. Which said photograph was marked Exhibit 211. 3624 View No. 199 is taken from the Riddle Rock looking northwest, showing the south side of the river and Car- bon Coal waste bank and the City of La Salle in the dis- tance. Which said photograph was marked Exhibit 212. View 207 is the Illinois River taken from the south side of the river, showing the C. B. & Q. and Illinois Central Railroad bridges, looking north on the lands in question in this case. Which said photograph was marked Exhibit 213. View 235 is the spoil bank of the mine just east of La Salle, looking southeast towards the mouth of the Ver- million River, showing the land claimed by the La Salle County Carbon Coal Company on the north side of the river. Which said photograph was marked Exhibit 214. View No. 226 is taken from the south end of the Peru highway bridge, looking west, along the south bank of the Illinois River. 3625 Which said photograph was marked Exhibit 215. View 227 is a view looking east from the Peru highway bridge, showing corn field on the south side of the Illinois River. Which said photograph was marked Exhibit 216. View 225 is a view of Section 21 in the southwest quar- ter of Section 21, near McCormick’s slough. Which said photograph was marked Exhibit 217. View 214 is a view of a portion of Section 21 looking north, Peru being shown at the left hand of the picture and La Salle at the right hand of the picture is the dis- tance. Which said photograph was marked Exhibit 218. 810 View 213 is looking northeast along the north bank of the Illinois River from the La Salle highway bridge over the Illinois River. 3626 Which said photograph was marked Exhibit 219. View 210 is looking south from the Illinois and Mich- igan Canal basin opposite the electric light works at La Salle, showing a portion of Section 22. Which said photograph was marked Exhibit 220. View 209 is taken from the south side of the Illinois and Michigan Canal basin opposite the electric light works in La Salle, looking west, showing a portion of Section 21. ’ Which said photograph was marked Exhibit 221. View 206 is taken on the south side of the Illinois River looking southwest from the south end of the Illinois Central Railway bridge. Which said photograph was marked Exhibit 222. View 205 is a view of a field west of the C. B. & Q. Railroad and the north bank of the Illinois River, taken from the Illinois Central Railroad bridge. Which said photograph was marked Exhibit 223. 3627 View 204 is a view taken from the Illinois Central Rail- road bridge looking northwest towards La Salle, show- ing corn field between the Illinois Central and C. B. & Q. Railroads, and the spoil bank of the: La Salle County Carbon Coal Company being shown at the right of the picture. Which said photograph was marked Exhibit 224. View 203 shows the field south of the [linois River, taken from the top of the Illinois Central Railroad bridge at the north bank of the river, looking southeast, Oglesby being shown in the distance. Which said photograph was marked Exhibit 225. 3628 View 202 is taken from the Illinois Central Railroad bridge looking east, showing a field along the south side 811 of the river in the foreground, the La Salle County Car- bon Coal Company’s waste bank at the left of picture in the distance, corn growing on the La Salle County Car- bon Coal Company’s land on the north side of the river. Which said photograph was marked Exhibit 226. View 529 is of the Illinois Valley bottoms looking north towards Peru, Illinois. Which said photograph was marked Exhibit 227. View 531 is the Llinois Valley bottoms looking north below Peru, Illinois. Which said photograph was marked Exhibit 228. View 535 is of the field just west of the Peru high- way, south of the Illinois River, McCormick’s slough be- ing shown at left of picture. Which said photograph was marked Exhibit 229. 3629 View 539, taken from the Illinois Central Railroad bridge looking northwest, showing corn field along bank of the river, La Salle, Illinois, being shown in the dis- tance. Which said photograph was marked Exhibit 230. View 540 is a field on the north bank of the [linois River between the La Salle highway and the C. B. & Q. Railway bridge, La Salle being shown in the distance. Which said photograph was marked Exhibit 231. View 541 is looking west from the La Salle highway across the lands in Section 22 involved in this suit. 3630 Which said photograph was marked Exhibit 232. View 773 is of the Illinois bottoms in Sections 21 and 22 involved in this suit, taken from a point along the Illinois and Michigan Canal basin opposite the electric light works in La Salle, Illinois. Which said photograph was marked Exhibit 233. View 774 is a view of the corn fields between the La Salle highway at the north end of the highway bridge 812 over the river and the C. B. & Q. Railroad, looking north- east. Which said photograph was marked Exhibit 234. View 935 is a view of the [llinois Valley bottoms from the south bluff looking northeast towards Peru. Which said photograph was marked Exhibit 255. View 932 is of the corn field east of the Peru highway and near McCormick’s slough. Which said photograph was marked Exhibit 236. 3631 View 931 is the corn field along the south bank of the Illinois River taken from the Peru highway just south of the river bridge. Which said photograph was marked Exhibit 237. View 930 is of the corn along the north bank. of the Illinois River near the mouth of Huse’s Lake. Which said photograph was marked Exhibit 238. View 939 is the corn field from the south bluff of the Illinois Valley in Section 20 and shows lands adjoining the lands involved in this suit, looking north towards La Salle, Illinois. Which said photograph was marked Exhibit 239. 3632 View 928 is the corn field along the south bank of the Illinois River looking southwest from the south end of the Illinois Central Railroad bridge. Which said photograph was marked Exhibit 240. View 926 is the south bank of the [llnois River, show- ing corn field east of the south end of the Illinois Cen- tral Railroad bridge over the Lllinois River. Which said photograph was marked Exhibit 241. View 1087 is the Illinois River looking upstream from a point on the south bank of the Illinois River about 1,000 feet below the Peru highway bridge. Which said photograph was marked Exhibit 242. 3633 View 1086 is a view of a corn field of the north bank of the Illinois River looking east from the north end 813 of the La Salle highway bridge, showing the C. B. & Q. and [Illinois Central Railroad bridges in the distance. Which said photograph was marked Exhibit 243. View 1085 is a view of the Illinois River looking north at a point just west of the south end of the C. B. & Q. and the I. C. Railroad bridges over the Illinois River. Which said photograph was marked Exhibit 244. View 1153 shows the corn between the C. B. & Q. Rail- road and the Vermillion River on the La Salle County Carbon Coal Company’s alleged lands in Section 23. Which said photograph was marked Exhibit 245. View 1155 is a view of the corn west of the C. B. & Q. Railroad in Section 23 on property claimed by the Car- bon Coal Company. 3634 Which said photograph was marked Exhibit 246. View 1157 is a view of the corn west of the C. B. & Q: Railroad in Section 23 on property claimed by the La Salle County Carbon Coal Company. Which said photograph was marked Exhibit 247. View 1158 is a view of corn field along the south bank, of the Illinois River west of the Illinois Central bridge and the La Salle highway bridge over the Illinois River and Shippingsport being shown in the distance. Which said photograph was marked Exhibit 248. View 1159 is a view of corn south of Huse’s Lake in the southeast quarter of Section 21 on the property claimed by the plaintiff. | Which said photograph was marked Exhibit 249. 3635 View No. 1160 is a view of corn west of the Illinois Central Railroad bridge and east of the C. B. & Q. bridge north of the [Illinois River, view taken from the Illinois and Michigan Canal bank looking southeast. Which said photograph was marked Exhibit 250. View 1161 is of corn south of the [linois and Mich- igan Canal towpath, between the Illinois Central and C. B. & Q. Railroads north of the Illinois River. 814 Which said photograph was marked Exhibit 251. View 1162 is a view of corn on the north side of the Illinois River east of the Illinois Central bridge, view looking southeast. Which said photograph was marked Exhibit 252. View 1173 showing corn, potatoes and cabbage, east of the Illinois Central Railway, north of the Illinois River and west of the Little Vermillion River. Which said photograph was marked Exhibit 253. 3636 View 1164 is a view of corn field east of the Peru high- way in the northwest quarter of Section 21 involved in this suit. Which said photograph was marked Exhibit 254. View 1165 is of corn east of the Peru highway in the northwest quarter of Section 21 involved in this suit. Which said photograph was marked Exhibit 255. View 1208 is a view of the Illinois River bottoms, north of the [llnois River, northeast of the mouth of the Vermillion River. Which said photograph was marked Exhibit 256. View 1212 is a view of corn in Section 24 involved in this suit, along the Vermillion River. Which said photograph was marked Exhibit 257. 3637 View 1213 is a view of corn between the Vermillion River and the C. B. & Q. Railroad in Section 23, involved in this suit. Which said photograph was marked Exhibit 258. View 1214 is of the property claimed by the plaintiff north of the Illinois River, taken from the Illinois Cen- tral Railroad bridge, showing La Salle in the distance. Which said photograph was marked Exhibit 259. View 1217 is taken from the Illinois Central Railroad bridge looking northwest, showing corn field north of the Illinois River, and La Salle and Peru in the distance. Which said photograph was marked Exhibit 260. 815 View 1219 is of corn field north of Illinois River from a point at the north end of the La Salle highway bridge, showing the C. B. & Q. and I. C. Railroad bridges in the distance. Which said photograph was marked Exhibit 261. 38638 View 1220 is of corn on the north side of the Illinois River between the La Salle highway and the C. B. & Q. Railroad bridge. Which said photograph was marked Exhibit 262. View 1221 is of corn field west of the La Salle high- way in Section 22, looking west. Which said photograph was marked Exhibit 263. View 1222 1s of the corn field looking southwest in Section 22. Which said photograph was marked Exhibit 264. View 1224 is of corn along the south side of the I[li- nois River just west of the Peru highway bridge. Which said photograph was marked Exhibit 265. 3639 View 1225 is of corn in field south of the Illinois River just west of the Peru highway bridge. Which said photograph was marked Exhibit 266. View 1226 is of corn on Section 21 involved in this suit, east of the Peru road, south of the Illinois River. Which said photograph was marked Exhibit 267. View 1227 is of corn south of the Illinois River and east of the Peru highway in Section 21. Which said photograph was marked Exhibit 268. View 1229 is a view of the Illinois River bottoms look- ing north from the south bluff, Peru being shown in the distance. Which said photograph was marked Exhibit 269. 3640 View No. 1231 is a view of the Illinois River looking north from the south bluff, showing Peru is the distance. Which said photograph was marked Exhibit 270. View 1320 is of corn west of the C. B. & Q. Railroad in Section 23 on lands claimed by the plaintiff. 816 Which said photograph was marked Exhibit 271. View 1707 is a view of corn field on the south side of the Illinois River, west of the I. C. Railroad bridge, the La Salle highway bridge being shown in the distance. Which said photograph was marked Exhibit 272. View 1701 is a corn field involved in this suit on Section 21, taken near the center of the section east of Peru look- ing east. : Which said photograph was marked Exhibit 273. 3641 View No. 1702 shows a sample of corn growing in the field shown in Exhibit 273. Which said photograph was marked Exhibit 274. View 1700 is of the Llinois River bottoms, looking northeast from the south bluff, showing the Cities of Peru and La Salle in the distance. Which said photograph was marked Exhibit 275. View 1705 is of corn field north of the Illinois River and west of the I. C. bridge and east of the C. B. & Q. Railroad and south of the IL. & M. Canal. Which said photograph was marked Exhibit 276. I have a view of the Illinois River bottoms looking north from the south bluff, showing the City of Peru in the distance. Which said photograph was marked Exhibit 277. 3642 View 1704 is of the Illinois River bottoms looking northwest from the south bluff at a point just west of the C. B. & Q. Railroad, showing lands of the plaintiff and claimed by them and the Illinois Central bridge over the Illinois River in the distance. Which said photograph was marked Exhibit 278. Wherever the date appears on these pictures it is the date when the same were made. The list of descriptions in connection with these pictures as stated by you to me in these questions is a true and correct description of what the pictures purport to portray, and the scene 817 which the picture purports to portray in each of the ex- hibits which have been marked by the reporter is true, 3643 faithful, correct and accurate. The distances are cor. rectly shown and appear in the pictures. None of the scenes have been magnified or distorted out of their true proportion. Each of the same is true, accurate and cor- rect. 3644-3647 Exhibits 112 to 278, both inclusive, offered in evi- dence. Objection by plaintiff; objection overruled. Each of said exhibits received in evidence. 3648-3672 Photographs. = ee iw Pe | Vl ae - ) pra so Spy ap oe Op a> ee 4 . i * 2 . ay : inna : f e <3) b A4OTH F sg ddike. Dé . : “ 4% 7 M * a oe he B ) Pou ee FIAT wie eed it iv Sioa 4 Lira + ts Lae - rs a - ry ‘ | 3s) ay ipa ep age wre i soe ae | 144 State street bridge - Cl AQO river Kir west 115 WNletr politan bridae -Chicaaqgo river ooking north 2934-11-3-1G08 116 Van Buren street bridge ~Chicago river looking north 117 Chicaqo river at Polk street, looking north $933.11 .&-1Goa Wé Chicago river at 34th street Lie Drainage Cana\ near Willow Springs Mw. ry ie . i2O i raynaqge Lana ay Romeo 122 Drainage Canal : windage basin and bear trap dam 124 lail race with Drainage Canal discharging 300,000 CEM 3281. 1/-48-1G05 §6 Junction MainChannel and DesPlaines river, 300,000C FM {rom Drainage Canal. T my i | raynaqe Canal discharging i ee Main channel Tail race with 3 cub e izS ier a MainChannel and DesPlaines river, zero Flow (ba 4-713% (G06 e| per minute 2E TO Flow from Drainage £ anal from Drainage Canal. 127 DesPlaines river,up stream from Summit highway Sbridc: ! \ / ( GO \ - De : nes rier Gdowr ream (ror mt ; wa Tek. La + riaines river uf ream from Vi w Oprings highway bridge is (1+ 4 JEAGO nD} me nt _~ atl { WwW Ss 14 a ; ae at ~ k oO Destiawmes river, down stream |rom Willow Springs hianway oridae i Vesliaines rwer up stream \rorr 1s hianway bridas /73- 4-12 G08 : - \ | = - = D - . ' (3%, Des? aines river down stream irom lL.emenT niqhnway bridge i132 DesPlaines fiver a Riverside below dam $104 -5-1£190q - cS ms 2 ‘ ert | od by D Plaines river 194 Des Plaines river dam at Riverside 135 . Janta Fe tracks near Lyon , overs lowed y We fi 2 = - - pi eae eae 8 a) . eee! © a | a Tae : ,2 = = ’ 7 a +2 , rs iJ i] - “ ~ - ae I all 4 i ' * ” i 4 3 2 ‘. » Pa» Soi 4 ‘ y ~~ f—- ‘ : ; : = ea we » % . 3 - , § 4 ’ * ' * w -s * - ‘ “+ . ‘ ’ s #\ ‘II " 3 | ) P\ et Island > \ DiI - Ss 1esS at TT - i ) . a ‘ : \ fz e > NO not 142 Migqhway bridae ver Des Plaines river at Lemont 143 West darn ia Du Page river at Channe ) * i | T t amalion avwen - es n rn Wnoex inaiana > o 4, e w Kankakee river,up stream near Jackson Island Club, Indiana {49 Old Kankakee river down stream near Jackson Island Club, Indiana 655- 7-30-sg0 twa i * = 56-7- 30-/908 150 D. b aan 1K é : Ov Ginage artch about & mile from Old Kankakee river near 151 Drainage ditch about one mile from old Kankakee river Jackson island Club Indiana pe is ; < eX - te ala bi, tan 2 rh aan . ; ir) te rn a, s & = e a ¢ b ‘ . te fac iif ORY lay 7 we TE, PA GOryss =o yj seh 280 ee eR ' i] i] T » \ ) if 1” | | ca 1 ; j T ‘ iNew I\ankKakee river belween Oantierre and Wilders indiana o : “7 a K L ) E A \ ee (ia i\anKanKee between Yan rierre ana Wilders Indjana ; “ Ps (60: 7,2/ 21908 154Mfoxler ditch near Wilders, Indiana - Up stream 155 Moxler ditch near Wilders, Indiana — down stream 797- 5-4-1909 156 Dam in. Kankakee river at Waldron , \\\inois. 1is7T Kankakee river ot Waldron, \linois 158 Mouth of Iroquois river_ down stream 159 Mouth of lroquois rivex up stream bak Lib aay UF tuk Core? ex ~ Wide Gis wed = er 4 tL sek DA 1 ' “~~ 7 e Le | al a Pe As ‘ te + : . 7 » x Eat ola ory (ae yv ‘ \A Ix ee ii \ , O Dan in INanKakKee river at YWilminaton illir oi WankKakee river ai Wilminator Lilinoi: down stream 64 Ice gorge near mouth DesPlaines river 809- 5-6-/909 166 Hlincis fiver at EIGER RR. bridge Devine - up stream 1671 Pou Sable river, ten miles east of Morris, Wlinois a Th \ y ‘ pe ~ t > t | a) FiO Urn) ¢ rAUX Wadi TAN L& IAUX Va € rivey\ apoul 2 yyw L\bEYV il mouln (33l- 10-6-190 -« + ae | ‘_ , - ! | t7o Aux Sable FIVN€T~up stream \rom Stone bridae Th Mazon YING ip stream 3 miles southeast of Morris, il} , gy 1332-10-6- ign. = mM fee: 112 Mazon river -up stream 3 mies southeast of Morris. he (Fe Mouth of Mazon GIVec 14 \linois river — down stream at Morris. iS Llinois river —up stream at KAS RR bridae —* Aaz0n rivet Cow' “Tream near riecasure \ lub Hou ) VLCHAOFT rivet i \reay near Plea ure aH r | ar ery | , 4 “OAS = up IOUS 118 \\\inois river — Marseilles dam , looking north TTS Marseilles dam drowned out by ice gorge. 180 \\\inois river at Marseilles —down stream 161 Sunckoe Fox and Honey rivers Burlington Wisconsin. 182 box river at Burlington Wisconsin. 183 Tox river at Elain, \ilinois = tat Vs & imo} at OTe: aay 1 7 7 34 Fox river at Elgin 185 E ox river at Elgin 778. (- 26-/90G th ot rr Se so /327-10- 186 Fox river at Aurora — west dam ‘ 187 Fox river at Aurora. 800-5-5-/909 188 Fox river at Day ton SUP Siream: 189 ‘ox river at Dayton —~up stream ee: 24-2-26-1908 i> }... river at Dayton ~— up streamat rapids 191 fox river at Dayton ~ up stream at rapids : rene iver at Day tor down rream 1 ; ox TiIVver at Dayton-up stream fa ‘ i Y i) 194 tox river at OfTawa- up stream 195 Mouth of Fox river at Ottawa. /068- 8-4-1910 {96 Llinois river at Ottawa up strean 7 ; 4 ot i198 Vermillion river al treater up stream 2q -/0-5- III — : = 7 1 -6e Bailey talls A miileS above m« uth Vermillix Nn river BO Ver mil lic 0 EINGee rapids near Bailey Valls. Me lilincis civer—down stream below La Dalle highway bridge. 205 A\inois river. from mouth of 1.&M.Canal. 206 North toward Peru from Boers residence in section 28. 207 East from south end Peru Mahway bridge. | | 1 _ c ’ | L 212 Northwest from k \ddie Kocr Piet cS Ch ee AL Tne distanc 213 North from south side a UWhinois river —- C.Ba&Q. and LOR PR bridges. fs a =_—- a 4) aig PL S P| Sfauae a ~ i ee sera Perey eet” eo »* | a tan * Lie: > { sor WT \ re « Oo if ro ry ba ie Y iWw Driacn 1 IN Ler ANY orymicf Siouan : utThwesl quarter seclic I? Za SEO Peci\ion 22 ‘ t { | at ( ot at 4 ’ n es Ny _ i Wait” VBR ARY , : \ ra ik in rome ity am tat, biwt 2g ~~ urea? S i -?* * . “ 206 - B -4tFOR = “a a - - it - \ ~ ae Seuthwest from South end ILCRR brida 223 We. - | 204.2-4-1906 224 Northwest from Rito ae le bridge. B25 Southeast Vroom norin ena river soan te RR brid } 202-3-4-/906 L226 East along south bank Yenrnss Ae bridge. ’ ZT Look ing north Foward Peru from south bluff. nang : ae . = ' > pe’ g a a imine! 230 Northwest Trom Cee R bridqe 23. Nocthe ast from vow alle highw avy bt 1dq Mee Ceclion 22. West from ba Salle highway. 224 Sections Zioand 22 from -L&Ni. Canal embankment Simic en ee eee A234 Northeastecly {rom north end LaSalle hiqhway bridaé ) _ ry 4A ro~we - - int ei vig _ ad @ 2 ores ) | i « bast ¢ reru mqnway 931- 7-29-1909 Peru re -7 West from near south Frenn south blu Ff toward « 2 Illinois valley bottom c BP: £2 238 Zight bank Utnois T\ Near ena Pe » ~~ | Lee Mil ety) oo ough AC | rau highway brida: T ver south of Huse Lak: ~ ‘ af MiD@ ILS dn bur yoo, - ADA\4 hhcons AAS im c¢ Liliness bar 241 Douth a) ung UNIS Meee sobpisgq aatralcon pun TORUS ES: VvZ UALBANN YY Ts \ T Tiwer —up stream al Ss 242 \\\inoi } i ih) Wd he Ai nasterly br idqe highway Ve & L.aQda rom north end f 3 3 24 wae ee AG Spa-t 2 ee : . Cee t \ 245 Declion 2 Delween CBAQ RR. and Vermillion river . 2 tony Fs Se ee we ae ee See ‘remem a WATT a i 241 Corn in Section 23 west of CB&QRR. 248 South bankx [linois river west ci LORK £49 Northeast quarter seclhion Z\ south of Huse Loke =~ - = i ree 153 v4 Ame Br * aay ys: we @ ® rn ’ a “3 >a’ y ouTn of 1,Q\N) Nal velweer DGGianad 1LU KES BSE ok ina out on north ide Llinois river east of We RR ca I “ \ . t S53 Nortn side l\linois rier east of 255 Corn east of Peru highway in northwest quarter section 21. 2 St TW waues valley oPpp< Ve Peat of Ver mi\lion CVE c= ty Weaciyy OF LLINGiE fit Lishak? OF lhe = x i as a « vi oo @ pa rs | nie z & Thad ts & TA ees SINAN. WAS VARI * ——, a ee | Yrom i.C.KIX priaas ~ > uM ia Q & m = u ~ THe iiGRAH? OF ti pyroeoeny OF ILLNOW ‘ 261 South side of [linois rier in section 21 east of Peru road. 268 Corn in section 21 east of Peru road. ZGE orn, south side A|lineis river west of Peru highway. 1227-8-18-/Fil 269 \inois va\ley frow south bluff t< wara yera of " ~ + rae ws /231- 8-18-1911 2 = ATs aS . ees pee , ; 7 ‘ —— mi Corn. i eclion Z3 west ol C. DBOoOwW Kk 5 Zale South Si are | \\iinois river west o} ere Re | LAST trom center of Section Zi east of Peru road : 214 Corn near center of section 21 TAG eS Ulinois valley from south blu FF northeast tow | { Peru —— a » eM rv, ie 4b ‘Snail af it od = = — a = = ~~ enHAtys/) Bh s: ia Le I sais Sg le. 6 U \ is fool ie) LWinois valley north from south bluff toward Peru ‘7 704-9-27-(Gik 278 \\linois va\ley Betnceet Goad. Saale and vera trem south blab, iu bibiaht “— OF ih HMIEASITY GY (LitHOIS 819 8673 December 3, 1912, 9 a. m. W. J. Pownrs, a witness called by the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is W. J. Powers. I am a civil engineer em- ployed by the Sanitary District. I know the premises involved in this suit. I was upon those premises yester- day and saw and observed them. I observed them yester- day with reference to overflow. I observed the condi- 3674 tion of the land there, such as crops and so forth, go- ing through, and in the sloughs and water courses. I ob- served the stage in the Illinois River with reference to the land there, and the land with reference to the Illi- 3675 nois River. There was no water on the land yesterday, not any that I could see, outside of the slough. I was in company with Professor Fraser and Heg- nauer at the time. Cross-Exanunation by Mr. O’Conor. 3676 I have been on the land several times before yester- day, two or three times during the last week. The first time was in 1906 or 1907. I have been there at different 3677 times since 1906 up to the present time. I have been connected with the Sanitary District for twelve years. 3678 Yesterday the land that we first visited was in Section 21. I know where Section 21 is from the government maps and the Sanitary District maps; also the section corner, the southwest corner stone at Section 21. I prac- tically covered the whole tract of 21 yesterday. I did not make any estimate as to the number of acres. J had 3679 no. occasion to compute the number of acres. IJ should judge there are from 367 to 370 acres. They were lo- 820 cated in the fractional northeast quarter, northwest quar- ter, southeast quarter and southwest quarter of Section 21. The acreage lay south and west of the Illinois River and east of the slough known as McCormick slough. — 3680 I was also over in Sections 22 and 23. I was not on the little portion over there in the southwest corner of Section 21 that lies east of the Illinois River yesterday. We got on Section 21 by going down to Peru and fol- lowing the road over the bridge and over east and west of the center line through Section 21. The road goes 3682 through the entire section. Portions of it are elevated through the slough known as McCormick slough and por- tions of it is level. In addition to McCormick slough there is sort of a swale there. I should think the road is maybe a foot or so above the swale. I saw the corn stalks but did not make any computa- tion as to the number of acres. The corn stalks were 3683 irregular, not in a regular shape. 3684 I went down there under Mr. Chiperfield’s instructions to take these gentlemen down to show them this land. I did not make any tests to determine where the water 3686 stood under the land, only observed the surface of it. I 3687 was about where you have your finger when I made the observation. I did not select any particular point 3688 for the purpose of making the observation. There would be very little difference between the level of the water in the Illinois River and in McCormick slough. 3689 I observed the bank of the Illinois River. It is not of 3690 a uniform height. The bank along the river here on the north is possibly four feet higher than it is on the east part of Section 21. 3691 I have made a contour map of that particular piece. 3692 I did not see any water on the land. Did not make any 3693 examination of the land for the purpose of ascertaining 821 3694 where the water table was; there probably is one. The 3695 water table is a little higher at the slough. I was out 3696-3711 on the land. The condition of the slough there was about as it was in Section 21. 3/12 Iwas over on 23. My judgment is that the land is three or four feet right in there above the level of the water 3713 in the river. Where you are pointing is one of the low points in there. J never made any survey in through there. After we went on the land we went east of the Illinois Central right of way. I was over to the bank of the Ver- million River. The level of the water in the Vermillion River was from nine to ten feet below the surface of the 38715 soil. There was water in the slough along the east side of the Illinois Central. The water backs in from the 3716 river, I suppose. I have been all over the land. I did 3717 not go down to that particular spot yesterday. I saw it there yesterday and at different times before yester- day. Re-direct Examination by Mr. Chiperfield. If I responded in answer to an inquiry of counsel that the water level in Section 23 stood with reference to the Illinois River four or five feet above the river, I mis- understood the question. I don’t know anything about the water level in this land. I don’t mean to say that it stood four or five feet above the water in the river. 3718 I took samples of the soil from forty acres of this land. I have those samples and will bring them to court and produce them for the inspection of the jury. 822 3719 J. G. Mosier, a witness for the defendant, being sworn, testified as follows: Direct Examniation by Mr. Chiperfield. My name is J. G. Mosier. I live at Urbana, Illinois. I am a teacher in the College of Agriculture and soil in- vestigator in the agricultural experiment station of the University of Illinois. My chair of instruction in the University of Illinois is soil physies and also in the in- vestigation in the experiment station, all along the same line. I have had direct charge of the detail soil survey as made by the state. I have made a soil survey of La Salle County and have a map of the survey and have pro- 3720 duced it for identification. Which said map was marked Exhibit 280. That map truly, accurately and correctly represents the different types of soil found in La Salle County. That is the entire map of four sheets. Four sheets were thereupon all marked for identifica- tion as Exhibit 280. , I have been on the land opposite Peru and La Salle within the last few hours. The type of soil found in the sections mentioned is brown silt loam, bottom land. That is the part included between the bluffs. A brown silt 3721 loam is a soil that is made up largely of particles of intermediate sizes. We have soils made up of four dif- ferent constituents in regard to size of the particles. The finest is clay, the next size is what we call silt and the next is sand, and then the fourth gravel. Silt loam is made up largely of the constituent soil. Then in ad- dition to those there is a varying amount of organic mat- ter mixed in with this constituent. Understand me now, it is not made up entirely, but largely, of this constit- Se ie 823 uent. In addition to that we may have either the clay or we may have some clay and some sand with it. The land I saw yesterday I would denominate first bottom land. By first bottom land I mean land that over- 3722 flows, is subject to overflow. The soil is what we eall a porous soil, a soil that will drain very well. This soil would be a fairly early soil and yet not as quick as would be the case with a larger amount of sand in it. In the agricultural department we have made a study of the raising of crops. I have had a practical farming experience in addition. I was raised on a farm and have a farm that I have managed for the last fourteen years. 3/23 As to the crops which could be grown on this land from the 20th of June to the lst day of November I would say corn, probably one of the principal crops that would be grown on there; soy beans is another crop re- quiring a slightly shorter season, possibly, than corn; millet and sorghum would he another crop that could be grown there. By sorghum I mean cane. Millet is planted in the spring, say from the middle to the last of June. Millet that was grown here possibly would not need to mature, but if it was simply sown for hay it would not need to mature before it was cut. I don’t think I could exactly state the time it would take, but I am positive that it would have time to mature from 3724 the first of July until September, until the frost came. For hay it is cut before the seed begins to harden, when it is hardly in the milk yet. Cane is used in connection with farming; not for sor- ghum or sugar; it is a forage crop. By forage crop I mean a crop that you use in the same way as hay. An ordinary yield of millet is two and a half to three tons on good strong land, 824 When I speak of corn that could be raised on this land I mean rather an early maturing variety. There are such ' varieties maturing from ninety to one hundred days. 0/25 I have never had much experience in the use of en- silage or silos. I could not say anything as to the root crops which could be raised on this land. Soy beans can be planted about the same time that the corn is planted. We usually plant it just after corn planting time. To mature it would take from 90 to 100 or 110 days. Soy beans are used for hay, and the seed crop is ob- tained from them. The ordinary yield from an acre or soy beans is fifteen to twenty bushels per acre, and in addi- tion to that there would be about from a ton and a half 3726 to two and a half tons per acre for hay. Q. I will ask you to state, professor, if you have an opinion as to the present value of land situated as yout saw the land in controversy situated yesterday, for the purpose of raising the crops which you have mentioned? A. Under the conditions that the land is in? Q. Yes, sir. Mr. O’Conor: We object, your Honor, unless some time is fixed. Mr. CurrPerFIELD: I am fixing the present time. Mr. O’Conor: We object to it. The Court: I will let him answer. Mr. Curperrretp: The first question, professor, is, have you an opinion on that subject? A. JI have merely an opinion. Q. That is what I am inquiring, if you have an opin- ion as to the value of the lands so situated, for the pur- pose of raising the crops you have spoken of. That can be answer yes or no first. A. Yes. ~ . 7 4 fa t § 7a 825 Q. What is that opinion? A. Taking the land as it 3727 now, subject to overflow as this is, I should say from $125 to $150 an acre. Mr. Cureerrietp: In connection with Professor Mo- sier’s testimony I want to introduce in evidence the Hix- hibit 280, being the soil survey map. 826 Which exhibit was thereupon admitted in evidence, and is in words and figures following, to-wit: 3728-30 Soil survey map. c v LAND PRAIRIE SOILS Brown silt loam OB ie (ie) ( ) =a) Brown silt loam on til! Black clay loam Black silt loam Brown sandy loam v UPLAND TIMBER SOILS tema) Y Cllow-gray stit loam Yellow silt loam Rock outcrop Se ie LEGE TE Brown silt loam bse S i ND RRACE SOILS Brown silt loam on gravel Brown silt loam on rock Brown silt loam Sy over grave! Yellow - gray silt loam z on gravel Yellow-gray silt loam over gravel Brown sandy loam Brown sandy loam on gravel Brown sandy joan on rock seg) Brown sandy loam Over gravel zMiles SOIL Pe | R22 SURVEY MAP OF LASALLE COUNT oS a a ‘Rutland | | | 17 16 f 7 7 & ie spew. ul ! ° + 2! * + ~4 Sat) th 5 a 29 a 28 jee ei oes spore te cj 32 33 é 20 29 2 ' } +~ a } j il i i2 - 7 + . = - 14 13 si PC Lee IN LAT zZ }q0.) dae 2 m ag hs 2 ra « Y T is 14 Ranson as 2 22 e3 » i 27 . & a 34 45 | ioe “sand SWAMP AND BOTTOM svty LAND SOILS EB Deep brown silt ‘oarr , Deep peat Medium peat on cla VAL SOILS UNIVERSITY OF ILLINOIS AGRICULTURAL EXPERIMENT STATION An. 5 £ 4 . 1864) Ye, Ows-gray sant an ne : SER | tone | Mixed loam ‘emali streams 29! i = att Re Se Re ee SS en ee ee a COUNTY eit ASAT Ns loo Pkitns Ls i ai ¢ wee pon x Bi i eee er ME © ae oat oe ae aoe’ > * a a eh said edad hep « ee et . R44 E& DEKALB COUNTS —————— Ex h. ? RO : - a a : ononank a oe ALN oO TIVUNYY 4 RAT OUCY ACL IN Lek? z& UPLAND PRAIRIE SOILS [2s] lrr26| Brown silt foam P| Brown sandy loam UPLAND TIMBER SOILS Yellow-gray silt loam 4 Yellow siit loam Rock outcrop Seale o % %2 i —_— oe SOIL SURVEY MAP OF LASALLE COUNTY e Miles LEGEND TERRACE SOILS = = = # = Brown silt loam Brown silt loam on gravel Brown silt loam on rock ‘ Brown silt loam over gravel Yellow -gray silt loam on gravel Yellow-gray silt ioem over grave! Bw} 1636 Brown sandy loam Brown sandy loam on gravel Brown sandy loam on ‘ock reise Brown sendy loam over grave C= | i cnr] — Yeliow-gray sandy oam a Dune sand BR *% Gravelly loam SWAMP AND BOTTOM gecy LAND SOILS 8 Deep brown «11! loam Mee Mixed loam\smali streams +01; Deep peat Medium peat on clay RESIDUAL SOILS a Brown sandy foam on rock 083 Residua! sand Morainal Ridge Types UNIVERSITY OF ILLINOIS AGRICULTURAL EXPERIMENT STATION 4 ; n Jt pnnearenbdyidannn oe bee mente WR et te Ree : Gin Apirionn tty is ‘ee sided sop ie: —g the sp ne ome oe sony BN me i -s —t gh ner ms 9 nae ; Se i +5 ext oe Xai + euitee Goh “et |» oeere ~ pet *e apg d ‘ ae P a iny tesco.) the! opel iy ap ne OF NE te <0 OP ety ese vow! dome Regie a. saan Sg ca ine Fa ad L Soqyewm. He shee sage, 4 af. Ee sich i ada t- 827 3731 Cross-Examination by Mr. O’Conor. I did not make the map. The lght green color desig- nates the brown silt loam on the bottom land. That takes in practically all the valley that hes between the bluffs that 1s overflowed. The map was made by the party 3732 out in the field doing the work during the soil survey, working here in this county. There were four men in the party. In giving the valuations which I have today, I have not taken into consideration the value of the coal lying under the surface. I confined my testimony purely to the surface of the land. My testimony took in all of 3733 Section 21. I don’t know how many acres. I cannot give the acreage, but from the map I have an idea of how much in the section is involved. I have been through Section 23 south of La Salle; through there two years ago. From what I have seen of the map I have an idea where the land of the plaintiff is located over there. I was never there for the purpose of making an examination of the land. That is the land 3734 in Sections 22 and 23. I do not know how much of the land overflows or how long the water stays on it or how much has been raised on it during the last ten years, ex- cept I might say that as this is mapped bottom land on our soil survey as brown silt loam, I know that the land overflows, but just how much it overflows in a certain stage of the river, I don’t know. It overflows at a cer- tain time of the year and has been doing that for cen- turies. 3735 It would not be possible for me to tell the land over- flowed simply by an examination of the soil. I would first have to know where it came from. I don’t think any man could determine that it came from the bottoms. 3736 There is nothing in bottom lands that you do not find in uplands. ——s ——s a ee i at cee te A ett <> —s 2 828 The bottom land is rich in the qualities of productivity By the use of the term ‘‘under conditions existing’’ I mean subject to overflow, I mean danger of overflow at any time, the occasional overflow that occurs. If the land was not subject to overflow it would probable be worth double. 3737 I cannot answer as to how many acres in Section 21 could be used for the purposes I say. It is pretty hard to answer the question definitely, but in a general way, just from my observation yesterday afternoon, I should say nearly all of that could be used in this way. The condi- tion of the land where the weeds were growing was it was simply full of weeds. The condition of the soil was just as good as it was any other place. I don’t know how long the water stays up on the land in the spring or summer. That would influence my an- swer if the water did not get off there in time to put a crop in; it certainly would; but judging from the topog- 3738 raphy of the land I passed over, there didn’t seem to be very much difference in the height of the land that was cropped and that that was not. It seemed to be about level. The corn was pretty generally in one large area there. Of course, there were one or two places where there was no corn. The corn looked practically uniform to me. I saw the stalks there. Made no examination of the corn itself. I did not examine any of Section 21 east of the Illinois River; I was not there. I don’t know whether that is practically the same as this part of Section 21 3739 lying south and west of the river, except from the soil survey. All my knowledge as to the land in Sections 22, 23 and 24 is based on the survey. In my estimate of the values I had reference to the bottom land that is mapped, brown silt loam on the soil survey. I have had practical experience in the raising of the 829 different things I have mentioned. I testified in a case like this before. I don’t remember the year. It was in 3740 Fulton County four or five years ago, I don’t remember exactly. I don’t know how much land was involved in that case. Another case I was in was at Peoria some three or four years ago. In that case there were 1,800 or 2,000 acres, I couldn’t say positively. 3741 It is not my idea that all the land should be planted in soy beans or millet. It would all depend on the kind of a farm I was running. If I was running a dairy farm or raising hogs then the amount of soy beans I would put in would be different from what it would be if I was running a grain farm. 3742 Jam sure soy beans will grow on that land. Of course if it flooded they would not grow. If I planted soy beans 3743 I would use part of it for hay as a forage crop, other- wise I would sell them or feed them to the cattle or 3744 hogs, or thresh them for seed and then sell the seed to anybody that wanted to buy them. There is getting to be quite a demand for soy bean seed, and I should dispose of those just as I could best. In the last four or five years there has been an increasing demand for soy bean seeds in the state. 3745 If I was raising millet I would put in enough to sup- ply me with hay and possibly some for sale. It would depend upon the amount of stock I had. The balance I would put in some other crop, corn for one thing. How much I would put in corn is the old question again. If 3746 I had 200 head of cattle then I would want considera- ble of it to soy beans and millet and the balance in corn, and if I didn’t have any cattle then I would put it largely in corn or some crop of that kind. _ 3747 I don’t know from the analyses we have made about the quality of the land for raising corn. I have no defi- 830 3748 nite knowledge as to the quantity of corn it would raise, or as to what it has actually produced, or as to the con- ditions that existed in this specific locality for the last ten or fifteen years. 3749 Re-direct Examination by Mr. Chiperfield. I do not want the jury to understand that I would plant all the land to any one of these crops in any one year. If I were conducting a farm here I would divide the farm proportionate to the different crops that would best serve my purpose for that kind of crop. Soy beans 3750 are actively upon the market and bring from $1.50 to $2.50 a bushel. 3751 Lronarp Hranaver, a witness for defendant, being sworn, testified as follows: Direct Examination by Mr. Chiperfield. My name is Leonard Hegnauer. I reside at Urbana, Illinois. JI am professor of crop production in the Uni- versity of Illinois. 3752 The work I do is two-fold. In the first place I am re- sponsible for the instruction in the university that is given on crops, and in the second place, I have charge of all the experimental work that is done in crop pro- duction. Now that means about this, in crop production we investigate different crops that are grown in this state, the soils to which they are adapted and the cli- matic conditions under which they grow. So in short we take that work today, that is, we look after the crop interests of the state. I have been connected with the 3753 University of Illinois since 1903, excepting June, 1910, when I went with the State College in Kastern Wash- ington. I was there until September 1, 1911, when I was 831 asked to come back and occupy the position which I now have. In connection with the university we have an experi- mental farm at Urbana which is a very large farm, and then we have a field at DeKalb, Illinois, and one at Fair- field, Illinois. I have charge of those. I have men help- ing me, of course. We issue bulletins concerning our ob- servations and experiments from time to time. I have seen the land in controversy in this case, and was on the land yesterday. I believe that there could 3754 be raised on this land between the 20th of June and the time of killing frost, Indian corn. I believe Indian corn could be cultivated successfully. I would take the va- riety that would mature first and sow it and use it as 3755 mature corn. Then we could use the corn for silos as ensilage. We cold cut the corn and put it into shock and use it as fodder. Dry corn. Another crop that would grow on that land is sweet corn. Of course, sweet corn can be used for canning purposes and could be used for feed. Sweet corn could also be used in silos as ensilage. Then we could grow on that land millet. Millet would be used entirely as hay for feed, or we might produce the seed and sell the seed off of it. Then we could grow soy beans, which is a good crop to grow in any kind of land where the crop will grow for the purpose of soil improvement and for the pur- pose of feed. The soy bean crop can be harvested as hay and fed as hay, or we can wait until the seed ma- tures and thresh the seed and sell the seed and feed the hay. Another crop that could be grown there is the cow pea crop. Cow peas can be used for fertilizer purposes and for hay purposes. If we had a very early variety of cow peas we might make seed there, but we could use it as feed. ) 832 3756 Another crop that would grow on there would be the potato crop. The potato crop is handled simply for the tubers. Another crop is the sorghum crop simply for feeding purposes. That is what most people would eall cane; we generally speak of it as sorghum to distinguish be- tween that and the real sugar cane which is grown in the south. The sorghum crop could be used in two ways; cut it down and dry it and cure it up like you would any other hay and use it as hay, or we might use it as a soil- ing crop. By soiling crop I mean we let the crop grow up and cut it down, say this morning for today’s feeding, feed it green. It is used in place of pasture crops. Cut- ting each day what is required for that day’s feeding and then the next day cutting another portion and feed- ing it, and so on. And in the case of sorghum we can cut the piece over, beginning at one end and cut it over and then start at the beginning again and cut it once more. That is the way that is generally handled. 3757 Now, another crop we could produce is the rape crop. It is a crop that is similar to the cabbage, produces no head whatever, but it produces leaves similar to the cabbage and is used as a green food crop. They some- times feed it to sheep, and very frequently it is pastured with calves and young stock of some sort. Then there are two other crops that I am not so pos- itive about, but I believe, have every reason to believe, would grow. The reason I don’t know that they would is that I haven’t seen them in this section growing. They are the kafir corn and milo maize. The Indian corn I have in mind is what the farmer ordinarily calls corn. It is the dented variety and I would limit to the ninety day corn. 3758 In regard to the use of corn for ensilage, the usage varies a little bit. All people do not exactly agree on the 833 stage of maturity as to when it should be cut. Most of them want it in the glazed condition, that is, it is past the roasting ear stage and is beginning to get hard. The leaves are still green, the husks are probably turning shghtly brown. Now that is one stage in which they cut it. Another stage is just a little bit farther on, when the ears have become quite brown and the lower leaves are beginning to dry, but it is not ripe; we don’t let it get ripe for that purpose. Now between those we find them cutting it and using it. 3759 The ensilage is stored in what we eall silos, kind of air tight structure. Just cut up and put in there tight so the air cannot get at it and cause decay. I would judge an average yield of soy beans under © the conditions such as these, I would say would be from fifteen to twenty bushels of seed to the acre. The or- 3760 dinary market price for soy beans would be from $1.50 to $2 per bushel. The average yield of millet I should say would be from three to five tons an acre. And the average yield if milo maize and kafir corn would be four or five tons. 3761 The average yield of cow peas would be about three and a half to four tons. Soy beans I would put a little lower than cow peas, say about two tons. It is my judgment that all the crops which I have mentioned would mature between the 20th of June and the 1st of November. | 3762 Cross-Examination by Mr. Butters. I have farmed myself. I was on the farm until I was twenty-three years of age. I am now forty. The very earliest varieties of Indian corn would ma- ture just about like the soy beans. We plant the Indian corn first and just as soon as we get through with that we plant the beans. 834 3763 We have ninety day corn, and our earliest soy beans would take just about ninety days. I say for the earliest varieties about ninety days. I should not make a great deal of difference as to which is adapted to damp soil, corn or soy beans. 3764 I don’t know how many acres there are in Section 21. I should think in the neighborhood of 400. I don’t know how many silos it would take for ensilage on that amount of ground, or how many tons a silo holds. J will say we 3765 have a silo that will hold 250 tons, and the ensilage runs about ten to twelve tons to the acre. I cannot give you the dimensions of the silo holding 250 tons; might 3766 be about thirty feet high. If the corn was not in the glazed condition it would make ensilage all right, I think, but not quite as good. I don’t know it would be unsafe to put it in a silo if it had 3767 not reached that stage of maturity. I don’t know that it is futile to put it in at that time. 3768 My answers are not all based on the fact in this case that the land can be tilled from and after the 20th of June continuously to the first day of November. I sim- ply based my answers on this ground, that I have in- cluded crops there which would not necessarily require all of the time that is involved between those two points. For example, we have there at least 110 days, and these crops would mature some of them in ninety days, so that we would have there a leeway of twenty days. If you get on the land the first of July it would make good en- silage corn and would be in the glazed condition before 3769 November. If it would not mature the corn so it would arrive at the glazed period it would not be good for soy beans except as a green food, but I would not attempt to say that we could mature the seed. You cannot feed a crop unless you have got animals to feed it to. I do not know what the ordinary trade 835 silo costs. JI never constructed one myself. I am not 3770 sure as to whether a cement costs about $1,000. I would not say that I have named all the crops to Mr. Chiperfield that could be raised upon this land with any degree of profit. J presume garden truck would 3771 grow, but I would not answer because I do not know; I never had any experience in that line. When I was on the land yesterday I noticed the part that had been in corn and the part that was not in corn. I did not distinguish any difference between them as to the character or fertility of the soil. 3772 Iwas not over on that part of the land you are show- ing me. I saw some corn that was immature. I did not see any difference in the soil there. The question would 3773 be whether the water stays off long enough. Of course if the water comes in while the crop is out there it won’t 3774 grow. I would not care to estimate how much land I saw that did not have a crop on it in Section 21. If you could not plant until the first day of July it would not 3775 have as great a value for corn, but it would have a value. If in addition to that the condition of the surface became so wet that it was impossible to get upon it to 3776 harvest the corn, it would have a value as ensilage or fodder. We have grown cow peas in southern Illinois and on our farm at Urbana and in some portions in the western part of the state. I have not done any experimenting in this vicinity practically within a radius of fifty miles. 3777 I do not know that this climate is not conducive to the profitable production of cow peas. I know what thé soil is. I don’t pretend to say anything about the analysis. 3778 In order to raise cow peas it requires a soil having or- ganic matter in it and soils that have mineral substances in them. This soil I suppose is classified as brown silt loam. 836 3779 I don’t know from actual experience what the interval is between the spring and fall overflows on this land. If you could get on the land in May it was fit to till during the entire summer and turn stock in upon it in the winter, it would produce all the crops that I have testified to and its value, I think, would be considerably more. 3780 Grorce DEGROooT, a witness for defendant, being sworn, testified as follows: Direct Examination by Mr. Chiperfield. My name is George DeGroot. I live at Peru. I have a fish market and have known the Illinois River about twenty-five years. ‘T'wenty-five years ago the river was cleaner than it has been a year or two before the drain- age came in. For a year or two:before that time it was 3781 pretty bad. There was lots of moss, dead water, had no chance to get out; not so very much of a current; would take a long time for the water to flow away. I could not tell how fast the current was at that time. After the Sanitary District was opened there was a change in the current. I don’t know exactly what the current is now because the current is changeable. I would say about three miles an hour. 3782 I know the land in this suit across from Peru, the land of the plaintiff. I know McCormick slough. I know 3783 the creek known as Cedar Creek. Cedar Creek comes out of the country down from the hills. It runs a long ways back from this land, thirty or forty miles. When Cedar Creek is in flow I have seen it all the way from four to six feet of water coming down. It empties down between what they call the Huse and Loomis and McCor- mick slough a half mile below the bridge. If there is a 3784 real heavy rain it flows into the McCormick slough. This creek has formed a great big bar. That bar runs 837 clear across the slough; that used to be all one slough. The bar runs across where the creek comes in. The water from Cedar Creek empties into the slough. There are a lot of willow trees growing on this bar and they throw the water in every direction. There is a big em- bankment that makes the bottom land higher than it really is. I should judge McCormick slough, figuring in the narrow ends of it, is about a mile long. It is twenty- five feet deep in places in high water. When the slough is filled with high water the land on the east side of the 3785-86 slough is the highest. Some places it is ten feet higher. The effect which the slough has upon the seep- ing out into the land is different. It cuts and runs through here and this slough runs back upon it, little low places. There is a little small creek that runs through and backs up on this ground. In fact, there is a pond, and this water is shut off by this big bar down below which holds 3787 this water two or three feet higher than this other slough that is connected with the river. This water can- not get out any way at all. It is all grown up with wil- lows and banked up there, and it all stands there about a foot higher than the main channel is. There have been — pues of driftwood and refuse drifted in there to build up the bar. The water in this slough has no other means of escape except seeping through the land. That is the only way it could get out and it seems to me it don’t even seep out. It stays right there. When the draws which I spoke of become filled with water it backs up on this. The bar is on Ernat’s land. In order to get ride of the flow a man named McCaleb, who had some land connected to McCormick’s slough on the south side, went down there and cut a great big strip of willows, about a half a block wide and a block and a half long, and then Ernat stopped him. The company hasn’t done anything towards draining this slough, but 838 the renters have. They went down there and tried to dig through with spades, through that driftwood, and gave it up as a bad job. When the river goes down in the spring the bar holds the water up in the slough. The slough is about a mile long and it is several blocks wide in places. Of course, it runs uneven; some places it isn’t over fifty feet up in the end. The level of this slough is two feet higher than it is when the river is low. There is no connection what- ever between the river and the slough. 3789 Cross-Examination by Mr. O’Conor. I last saw McCormick slough yesterday. Also saw the Illinois River vesterday. A man by the name of Powers was not with me. I am not acquainted with Mr. Powers 3790-92 of the Sanitary District. JI did not make any ob- servations yesterday; just looked at it the same as I would every day; that is my business on the river. The 3793 water yesterday was moving in the slough. 'TChe wind was ruffling the water. The water in the slough was “standing. It was about three inches above the level of the water in the Illinois River, three to five inches. Of course it has been falling right along. I know because I pulled through the place that holds the water in the slough. I told you it was from three to five inches lower. Know it was four or five inches lower by riding this slough connected with the upper slough and by pulling 3795 through. I did not make any measurements, that is just from my judgment. The river does not affect it by seepage back over the land; McCormick slough does. It 3796 only does to the low ground. I would judge 70 to 75 per cent. of the ground is low and the balance of the low eround would be affected by McCormick slough. None of the low ground is affected by the river at all. It can- not get out because there is a big high bank all the way 839 around the bend, I would judge about ten feet high. Not just all the way but clear up to the land. 3797 ‘There isn’t any water from the Illinois River comes in on this land, none at all. I have never thought that there was any seepage held back in the land, or water held back in the land from the Illinois River on account of the clay ground. There is a sub-soil there. There is a big high bank there right across from the mouth of the river. I don’t know whether there is a clay sub-soil underlaying this ground. The clay I spoke of is up on the bank, and down. I have been in a position to observe the river for twenty years or longer. I am pretty intimate with it. 3798 I never done any work for the Sanitary District of Chicago. I don’t know that my father has. I don’t pay any attention to my father’s business. I don’t know whether he is doing any work for the Sanitary District or not, except he has been keeping tab on a little water, but that hasn’t got anything to do with me. Father has 3799 been taking gauges the same as anybody else does that has got any interest. In fact I do, the first thing in the morning I run over to see whether the water has raised or lowered. I don’t know what connection my father has with the Sanitary District. I remember when the Sanitary District opened, but not exactly. It was quite a few years ago. We did not 3800 pay any attention to it, just figured it was running on and off. I knew it was being run into the river, as I read the papers and looked things over. We kind of fig- ured when they were turning it in. I didn’t think it came from there at that time. At times I don’t think any of it 3801 comes from there. I have figured it, in my opinion, be- cause the water was down so low we did not think there was any coming in at all. Saw it in the Chicago papers about its being turned in. I saw a difference in the 840 color of the water; it used to be roily and dirty. The 3802 water was soggy and heavy and muddy, and it seems when the drainage was turned in we had nice clear water. I didn’t pay any attention to it. I suppose it took sev- eral days to get where we lived. I haven’t kept any track as to the year when I did notice it. When I no- 3803 ticed it it was at Peru. I don’t know how much water there was at Peru at that time. It is a good many years back and I never knew I would be a witness in this case, because if I ever dreamed anything like that I would be here to hand it to you good and plenty. We have to take human life as we find it, you know, and I am just giving you my best judgment, and that is the best you can expect. 3804 When I first noticed the water it was eight feet in some places and some places forty feet, and we have places that fifteen years ago it was twelve feet of water and now itis dry land. I couldn’t tell how deep the water was when I first noticed the water from Lake Michigan. 3805 I think I saw a change in the color of the water since, the last time this morning. I think it was lake water the same as it looked up at Chicago. I was up in Chi- cago a week ago and it looked the same, and that is what you go by. I was standing on the middle of the Illinois River bridge at Ottawa. The river is 1,000 feet wide and the current is an ordinary current. I guess we had a 3806 four mile current. I couldn’t tell how deep the water was. | It was not a general condition. The Fox River has got a different color passing through. I could not tell from the Illinois River that the whole surface was af- fected by the water from Lake Michigan. I don’t know anything about the water of the Kankakee and Des- plaines Rivers. | 3807 Prior to the turning in of the Sanitary District water, 841 the stream at Peru had ordinarily no current at low 3808 water. It was dead water, that is what we call it, and there was a growth in the river along there. Since the Sanitary District water is turned in the speed of the water at Peru is about three miles an hour at low water. That is my best judgment. I cannot see that it 1s Lake Michigan water by looking into it. It is pretty fair. 3809 I don’t remember how deep the stream at Peru was before 1900. No judgment on it. I was there a great deal but I paid no attention to it. I haven’t any opinion about that. I would run down and look at the gauge and paid no attention to it after that only how the water was the day before, and how it was different. I would judge the water is nearly a foot higher in real low water. 3810 There is about thirty-five or forty feet of water at Peru. The river at that time was about 110 feet wide. The banks are about the same as they always are. The river was not filled across. I have observed the condition in 3811 Peru for twenty years, probably back farther. I know them pretty well. 3812 W. J. Frazer, called as a witness by the defendant, tes- tified as follows: Direct Exammation by Mr. Chiperfield. My name is W. J. Frazier. I live at Champaign, Tli- nois. I am professor of dairy husbandry in the Uni- versity of Illinois; have been since 1893. I was born and raised on a farm. Worked on a farm until I was 3813 twenty-three and owned a farm for eight years. I was on the land in controversy in this suit yesterday. Pro- fessor Hegnauer of the university was with me. In my judgment corn, a rather early variety, cow peas, soy beans and millet would be good crops to raise on the land in controversy. They could be raised and harvested 842 between the 20th of June and the first day of November. 3814 I have had experience with ensilage and silos. In silos the corn should be put when it is about three-fourths dented and one-fourth still in the milk or dull; depend- ing somewhat on the variety of corn; the corn should be from 105 to 125 days old, from the time of planting 3815 until it is put in the silo. An early variety of corn ma- tures in considerably less time. I would say fifteen or twenty days earlier, anyway. I have planted corn this year, on my own farm, on the 3d of July. It got ripe enough for the silo. I think that probably ninety days would be a sufficient length of time in which to raise a 3816 crop of soy beans. I think they will yield from fifteen to twenty bushels to an acre. Prices vary. I should say about $1.50 a bushel is about the value. The hay from soy beans, if cut at the proper time, retains the leaves and has a good deal of food value. It ought to run on good soil a ton and a half to an acre. It should be as nutritious as clover. Soy beans have about the same composition as oil meal. I would rather feed mil- let than timothy hay, and that is what the dairymen in the dairy region of northern Illinois feed. It has more 3817 protein in it than timothy hay. I think millet would be from 10 to 25 per cent. better than timothy hay in food values per ton. We feed the hay from cow peas. It is about the same as alfalfa and is considerably more valuable than clover and richer in protein than clover. Our plan is to plant corn for silos the same as for an 3818 ordinary crop. Probably the entire crop will be used in silos. A very few stubs remain occasionally, prac- 3819 tically none. I am familiar with a crop known as man- gel-wertzel, and it is a crop that could be raised on the land in question. They are used for feeding purposes. They should be stored where it is cool and rather damp. Cattle of any kind and hogs will eat them. I think it 843 takes about ninety to one hundred days to mature. The 3820 average yield is twelve to twenty, sometimes twenty- five tons per acre. In England they raise enormous crops. Cross-Examination by Mr. O’Conor. I think that this land is pretty valuable land. I be- heve you could raise rape on it. The silos at the univer- sity vary from ten feet in diameter to thirty feet. Ca- pacity from 25 to 330 tons. Some are made of wood 3821 and some of cement. The cost varies, depending on the size. found. (The plat referred to is marked Defendant’s Ex- hibit 281.) | The outlines marked in deeper red and shaded a red- dish color is the Carbon Coal Company’s lands in ques- tion in this suit. I have compared the tracts thus out- lined on the map with the description in the plaintiff’s 4000 declaration. The premises are truly, accurately and correctly outlined on this plat so far as the lines of sur- vey are concerned. The waving irregular line traced in blue indicates the elevations. Every part covered by that line shows the same relative elevation. By the use of this plat I can tell with accuracy the elevation of the different portions of the premises. In a portion where the elevation is 130, from there to the line marked 131, there is a slope of one foot. It raises one foot between the lines given. Those irregular lines are called contour lines. In connection 4001 with the contour lines there are figures employed. Where the figure 130 appears, in connection with the contour lines, that shows it is 130 feet below Chicago datum. Where the figure 135 appears, that means it is 135 feet below Chicago datum. The 130 is the higher elevation of 868 the land, compared with 135. It would be 5 feet higher and that is true wherever these contour lines appear and where these elevations are shown. I made this survey myself. That is, with my party. That is a true, correct and accurate plat of that survey. 4002 Cross-Examination by Mr. O’Conor. The government notes that I used in making this plat were the government lines, the triangulation lines, a starting point, we used, which we checked up afterwards by sighting on Polaris, the north star. It doesn’t show 4003 the acreage. It shows the height of the bank by the ‘river; also running along the east side of Section 21, along south of the river. It does not show the height of the bank insofar as the level of the water at any particu: lar time is concerned. Just shows the top of the ground at the time the survey was made. It shows the bank. It shows the elevation of the water and the bank at the time the survey was made. The survey was first started in June, 1905. Part of it was made in 1906. Part, down 4004 what is known as McCormick’s slough, was made in 1906. That was made in October, 1906. I don’t remem- ber what the stage of the river was then compared to 1905. I think I could tell by examining the plat. The elevation of the water here was 137.8. The elevation of 4005 the water in the river was 140.0. I determined the height of the land and the elevation to compare with the height of the water in the river at that time by using the transit. Where the contour line shows and is marked 142, compared to the point, minus 135, it shows where 4006 there was some sort of a depression. The bank there is practically uniform. It does not vary, one place above 4007 the other. The figures are correct along the bank. 1} know that at the time the survey was made that the fig- ures placed on the plat and the plat was correct. I don’t 869 think there has been any change down there iu the con- ditions of the bank of the river. Some might happen but I don’t know. I think probably I was over that ground twenty-five times and observed the bank of the river. I think it is about the same height in the middle of the sec- tion as it is opposite the City of Peru. I don’t think there is a variation of five or six feet in the height of the 4008 bank. The survey or the making of the plat took all told about five months. That is, in the different years; the last of the work being the 5th of November, 1907. 4009 Nothing on the plat to show the last day we worked. 4010 The plat was actually made by another man under my direction; under my personal supervision here in Ot- tawa. I did not figure up the acreage on it. I was in- structed to make a general stadia survey, and went out on the ground myself and made the survey. I ran the instrument and I made part of the figures. I was out 4011 there with my crew and made the survey as surveys are ordinarily made, under conditions of that kind. I was in charge of the work. I had to rely on my recorder, Mr. T. H. Harrington, for the figures or conclusions which were given to me. The plat also shows the relative ele- vation of the land lying along the Illinois River near the Illinois Central Railroad, compared to the east and north 4012 bank of Section 21. The bank is lower, five feet lower. The bank along the east of the land that lies west of the Illinois Central Railroad, to the south and east of the river, within a foot or so, is uniform in height. We took a shot every 200 feet unless the surface changed. By 4013 taking a shot, I mean a man goes along the bank of the river with the stadia board and the man at the instru- ment sights and takes a shot every 200 feet along there. If he sees a difference in the elevation he gets an inter- mediate shot in there. We took the gauge readings every day. The bank line is not the water line. I think there 870 4014 is a difference between the elevation of the land in Sec- tion 21 compared to Section 22 and 23, of about five feet. The map was received in evidence, marked Defend- ant’s Exhibit 281. Je ea 22> | LAN rt 1 (Wee EPIN phi STER! TE ie STREET eed MARQUET r he eet WENN! CHAMBERS sT LOUIS ORLEANS I i SS _—— STREET STREET cof ste - ~ Tee - \ : : ae j sf we - - Pata e COUNTY “Ae S. *4 fee A ~~ SURVEY OF THE ILLINOIS RIVER VALLEY sc. a 28 Se ~ > na 2 a sh 7 la: 4 } ee AN, ‘ 871 4016 Re-direct Examination by Mr. Chiperfield. The mark ‘‘elevation of water surface, October 30, 1906, 140’’ means that the water is 140 feet below Chi- cago datum, at the time it was taken in November, 1906. 4017 Whenever these dates appear in connection with the water surface, giving the date and elevation, it means that readings were taken at that time in the river to de- 4018 termine the elevation. In making the comparison a little while ago, between relative elevations the land 137.8 is higher than 140, by 2.2 feet. The map is drawn to a scale, about 200 feet to an inch. The outlines of the tim- ber and crops and other objects upon this land are shown and depicted truly, correctly and accurately, as 4019 recorded in the field notes. The survey was made in connection with the general survey from Joliet to Graf- ton. I don’t know that it was made to be used in con- nection with any particular law suit but it was not changed nor magnified and no fact disclosed by the eround or water surface was in any way changed in the making of this survey, and each of the recorded objects upon this plat appeared in the natural physical condition; _ appeared as recorded here upon this plat. When I was 4020 making this plat for the purpose of depicting physical conditions, I did not know on whose land I was making the survey. I may have had an idea it was that of the La Salle County Carbon Coal Company but the plat was not in any way, shape or manner changed from the actual, physical conditions, for the purpose of this law- suit. The heavy red line appearing on the plat around the tracks that are numbered 2, 5 and 4 indicate the land in question in this suit. That is the boundary of the land, the outline of the land. 87/2 Re-cross Examination by Mr. O’Conor. 4023 In making the survey along the river bank you don’t shift your instrument every two or three feet until you reach the brow of the hill. You try to get a uniform ele- vation along there such as the natural eye would see, and when you get to a point where you actually carry your level, the land, taken as a whole, is practically level. Re-re-direct Examination by Mr. Chiperfield. 4024 Where the contour line, marked 135, shows it indicates that the hand was five feet higher back there than the back. That would be back probably about 15 or 20 feet. Re-re-cross Examination by Mr. O’Conor. 4026 I never happened out there on that land prior to the year 1905. I don’t know what its condition was in the year 1900. I don’t know whether the bank of the river was the same in 1905 as 1t was in the year 1900, or whether the condition of the land itself was the same. I don’t know a thing about it up until 1905. I don’t know what changes might have taken place between the year 1900 and down to the year 1908. 4028 Jon Kominsxy, a witness called by the defendant, testi- fied as follows: Direct Examination by Mr. Chiperfield. My name is Joe Kominsky. I work for the C. B. & Q. Railroad for over four years on the section. The sec- tion is two miles east from the plow factory and four miles and 1,500 feet west from the plow factory. I don’t 4029 go to Vermillion River. I go across the Illinois River. I go about a mile and three-quarters. I had some trouble 873 south of the Illinois River with my tracks. It would slide. I have to raise them up; about five or six hundred feet from the bridge; sometimes raise him about twelve inches; sometimes fourteen inches. It would sometimes show a hump and I have to raise the track to make him 4030 twelve inches; sometimes 14. Sometimes about five or six months after will have to raise it again. I don’t know how many times altogether, nor how much altogether I had to raise the track; four or five times in the year. I don’t know what makes the track sink. On either side of this place where the sliding and sinking occurred the 4031 track didn’t sink there. It would show for eight or nine or ten rail lengths. The rails are 28 and 30 feet long. Up along the Vermillion it didn’t sink any more. The track was right in that place, about eight rail lengths. 4032 The road bed is made of gravel and sand and cinders. As you go near to the river it was made of the same thing. 4033 Cross-Examination by Mr. O’Conor. Looking at Exhibit 18.° There is the C. B. & Q. Rail- way running across the bottoms, or part of the bottoms. ’ Here is the right of way of the Illinois Central. There is what we call Jones’ Crossing. Here is the bridge 4034 across the Vermillion River. I don’t go within half a 4035 mile of Jones’ Crossing. The sinking of the track was on the north side of Jones’ Crossing. It was on the east side of the Illinois Central right of way, probably five or six hundred feet, and extends for a distance of eight or nine lengths of rails. The sliding of the track was, it 4036 just went down. That don’t happen along every place there. It happened four or five times last year. It hap- pened four or five times this year. I worked in charge of that section for two years up from La Salle. I formerly lived in Peru and had charge of the section in Peru. T know that this place is sinking. I haven’t noticed any 874 4037 of the piers in the river sinking. Nor any sinking along the embankment. The embankment on the north side of the river is the same height; just as high as the embank- ment here. Hasn’t been any change in conditions there at all. In the past two years I should say that all told the track sank twelve to fourteen inches in each year. It would make about twenty-four inches sinking since I 4040 have been there. I noticed the track sinking at other 4041 places along the road. It is sinking on the west from Peru. It is about a mile and a half this side of Spring Valley, it also is sinking; on the east side of Spring Val- ley. I cover all told six miles and 1,500 feet. 4044 Brrr Srrauss, a witness called by the defendant, testi- field as follows: Direct Examination by Mr. Chiperfield. My name is Bert Strauss. I live in La Salle, [linois. I am on a section of the Illinois Central. My section runs from the north end of the Illinois River bridge to a mile anda quarer south of Oglesbee. I know Jones’ Cross- ing. Between the river and that crossing I have noticed a sinking in the [llinois Central tracks. It has settled, 4045 I should judge,—I wouldn’t say positively the distance but I would say about 200 feet south of the river bridge. It is anywhere from two to four inches, I should judge. Once a week or something like that I notice it. I raised the track twice since I have been there since October 1st, this last October. It needs levelling up now about four inches. Including the four inches it needs raising now and the two times I have fixed it since October, I would say ithas sunk about fourteen inches. That has been since 4046 October. October 5th, I commenced to work for the Ili- nois Central and it has been since then; October 5, 1912. 879 Cross-Examination by Mr. O’Conor. It has been continually sinking in the same spot. In that particular spot it has sunk twelve inches since the oth of October of this year. IJ would say five or six rail lengths that it gradually goes down. But there is about three rail lengths that is the worst, I should say about 200 feet south of the Illinois Central Bridge, south of 4047 the river. That is the only bad spot that I have no- 4048 ticed. I don’t know how many piers there are on the Illinois Central bridge, nor how wide the piers are, nor how long. I couldn’t answer those questions. I don’t know how high the Illinois Central bridge is nor how high is the grade nor the embankment on which the rail- road runs. I should judge from the bottom to the top it is twenty feet; maybe more than that. JI am not sure. 4049 There are depressions at other places on the track but this is the one place where it is worst. I have not been acquainted with the Illinois Central for many years.. I have lived in and around La Salle since the 1st of Octo- 4050 ber, 1912. I don’t know what causes the sinking or de- pressions. Joun Marrno, a witness called by the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is John Marino. I live in La Salle. I work 4051 for the Illinois Central. I work for the Illinois Central from the river. I see the track go down. It goes down 4052 near Jones, north depot; about a mile and three-quar- ters south of the Illinois Central bridge the track sinks Sometimes a foot, sometimes four inches, sometimes six inches. I have seen it sink two or three times. I have been there three years, The track has been sinking all 876 -the time. About forty rail lengths, more or less, we have trouble with the track. There are other places that sink only a little. 4054 Cross-Examination by Mr, O’Conor. I know the bridge across the Illinois River. The place I speak of the sinking is about a mile south of that. I refer to the depot in Oglesbee. There are two depots in Oglesbee. The old one and the new one; the north depot and the south depot. The sinking was about one-sixth 4055 of a mile further south than the south depot. It might have been more. The track has been sinking at that point for the past three years; going down three or four times; sometimes we go in there once a week, sometimes 4056 two. Sometimes the track sinks three inches, four or five. That has been going on for three years at this place. 4057 Otro Scuututz, called as a witness by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Otto Schultz. I reside in Peru. My busi- ness is coal mining. I work in the mines of the La Salle County Carbon Coal Company and I am familiar with the system of mining known as the long wall system. I have worked at it for about 35 vears; several years in iren mines and about thirty years in coal mines. I know the third vein of coal in the La Salle field, and it goes about three feet; sometimes a little more, three feet and a half. 4058 They dig under the coal. That is what they call min- ing. Sometimes they have two feet mining; sometimes they have four or five; sometimes have two and a half 877 feet mining; in the La Salle County Carbon Coal Com- pany mining they undermine it sometimes two feet; sometimes three feet. If the coal don’t break they mine four feet. They put the dirt back that they take out. 4059 That is what they call the gob. After the coal is taken out they have to put up props and they generally have the coal props, they leave the props in there; sometimes the props will stand for two or three months and won’t break; some other places if you put them in to-day, to- morrow when you come in again it is broke. The weight comes on them. The prop has to break, that is all. Of course, the earth settles and comes down. It don’t settle very fast. Sometimes it settles pretty fast and some- places it comes down about an inch and a half and some- times two inches, befere you take the coal down, where 4060 the prop is down already. I have worked in places where we took the coal out and the top was heavy and ame down about two or three inches. Some places has more weight on top than some other places. Sometimes 4061 it comes down very sudden. Other places it takes some time. As the earth settles they have to brush the entries, what they call brush; take some of them back; take two feet of rock and brush off the inside, because the earth settles there; sometimes about a foot; sometimes six inches. That rock is brushed off to give the mule a chance to travel, to get the coal out. It settles right along. It settles gradually and I couldn’t tell exactly how much. Some places, after a couple of years or so, the top and the bottom might be together and there wouldn’t be any gob left and then it is a squeeze right there; sometimes there is a foot or so between. I have seen the gob squeezed foot; sometimes it is narrower than that. It 4062 depends on just how the weight is. Some places there is more weight than at others. The weight comes from the top. It couldn’t come from below. All the coal is 878 taken out in the long wall system of mining. They don’t leave any pillars there except where there is maybe a bridge or something like that where they have to leave the coal. Otherwise, in the long wall, the coal is all taken out. The coal is not taken out by the La Salle County Carbon Coal Company under the Illinois Central bridge at La Salle. 4063 Cross-Examination by Mr. O’Conor. I was working in the La Salle County Carbon Coal Company mine in 1881. There is a man here who was mining coal there and they let the coal right there under the Illinois Central bridge. It was not taken out from under the railroad at that time. The Central was already there and the land owned by the Central. I am living at Peru now. I am doing outside work. Prior to that I was working in No. 3 shaft in Spring Valley. It is about two. 4064 years since I worked, since I worked for the La Salle County Carbon Coal Company. I worked at that time at the La Salle shaft That was at the depot near the hinois Central. I worked there in ’81. I don’t think they have mined underneath the City of La Salle from that shaft. The work all went to one side. The other side is not worked at all. I worked in the Union shaft, 4066 about 10 or 12 years ago. The workings of the Union mine run south. J couldn’t tell how far south they run. It is 10 or 12 years since I was working there. The Union mine is located on the east line of Peru and their work- ings run mostly east, up under La Salle and run north and west under the City of Peru. They seem to work steady in that mine. I couldn’t tell you where the south 4067 line of their workings now is. I don’t know whether they are under the Rock Island Railroad there or not. The C., B. & Q. and the Illinois and Michigan Canal are both south of the Union mine at Peru. When I worked 879 4069 in the La Salle shaft I worked on the east side, on three south. I was driving in there. I think it was about a 4070 mile into the workings from the shaft. I don’t know whether it was south from the Illinois River. Jn mining with the long wall mining of coal, sometimes you use a 4071 sprag. Put a sprag in to hold back the coal. That is the safest way. After you take the coal out the coal will break down. The brushing is done by the coal company’s men. The company has to keep that open. They keep 4072 the entry way at a certain height. The settling may start in one day. It may start at once. It doesn’t, as a 4073 rule, take a week. When you are a mile away with the work, the settling process where the coal is first gotten out is settling. The earth settles right along. It may 4074 take quite a number of years before it is completed. I don’t know what happens above. I know what happens below. I can see where it settles, but what happens above IT couldn’t tell you. I couldn’t tell from looking at the top there if it had settled. I have lived in Peru and La Salle a long time. 4075 JosEPH QUIGLEY, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Joseph Quigley. I am general mine super- intendent for the Walsh Brothers’ mine located at Mar- 4076 quette, Illinois. Marquette is four and a half miles from Peru. I have been located and engaged at that mine 4076 about five years. In a general way I know the lands of the La Salle County Carbon Coal Company, lying across from Peru and east and west of the Illinois Central tracks across from La Salle. I have looked them over. T have been acquainted with the La Salle coal field for the past five years. I have been engaged in the coal business 880 all my life, since I was 11 years of age. JI am acquainted with the vein of coal that was found in ‘the La Salle field and I am familiar with the practical operation of those mines. I have been engaged ag mining superintendent for about 15 years. I have an opinion as to the fair cash market value of these lands of the La Salle County 4077 Carbon Coal Company shortly after the 17th day of January, 1900. I think the land is worth $150 per acre, or two and one-half cents per ton. Cross-Examination by Mr. O’Conor. Yes, sir, I say that coal in the vicinity of La Salle was worth $150 an acre in the year 1900, as far as my knowl- 4078 edge goes, because the field is practically unbroken. It is practically the same class of coal as we are mining at Marquette, the same thickness. J had no connection with the purchase of coal lands in 1900 or in 1908. I did not consider, in fixing my valuation, the surface of the land at all. I considered the coal only. I would think that the coal was worth the same just after 1900 as it was be- fore 1900. 4079 Joun Copy, a witness called by the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is John Cody. I reside in La Salle, Illinois. IT am a mine superintendent at Marquette, the third vein coal mining company. The mine is located at Marquette, Illinois. I am familiar with the location of the land of the La Salle County Carbon Coal Company across the river from Peru and La Salle and east and west of the Illinois Central and C., B. & Q., in a general way. I have been engaged in the. business of mining about 18 years. 881 IT am working in the third vein at Marquette. We call it 4080 the third vein. I have been engaged in working the third vein at Marquette about 15 years. I have an opin- ion as to the fair cash market value of this property of the La Salle County Carbon Coal Company shortly after the 17th day of January, 1900. The coal rights would be worth about $75. Cross-Examination by Mr. O’Conor. Coal always has been worth about $75 around La Salle. I don’t know of any coal that was bought in the year 1900 4081 for $75 an acre. I don’t know that coal was bought at that time not to exceed $30 an acre. Charley Devlin opened up the property that the Walsh Brothers now operate. J don’t know what Devlin paid for that coal land down there per acre. It is not a fact he did not pay to exceed $30 an acre for any of that coal in the year 1900. I am confining my answer strictly to the coal. I am not testifying in regard to the surface at all. In my 4082 opinion coal would be worth the same price at any time. It doesn’t make any difference when or where. Re-direct Examination by Mr. Chiperfield. Q. Referring to this land adjacent to Spring Valley, the Marquette Company’s mine, do you know whether vour management has offered $100 an acre for that coal since— | Mr. O’Conor: To which we object. The Court: JI sustain the objection. Defendant excepts. Re-cross Examination by Mr. O’Conor. Q. Did Mr. Chiperfield represent the Walsh Broth- ers? A. He does not, sir, I don’t think so. Mr. O’Conor: That is all. 882 4083 Apert LINDNER, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Albert Lindner. I reside at Joliet. I took gaugings on the Desplaines River during the months of September and October, 1911. The gauge was located at Brannan’s Bridge. I have got the records of the river stages at those points. Q. JI will ask you to produce them, if you please. Now, I will ask you to commence with the Ist day of Sep- tember and give the stage of water each day, and like- wise for the month of October? The first day of September, this is 6 4. m., 1.5 and in the afternoon, 6 Pp. m., 1.95. On the 2nd, 1.6 in the a. m. and 1,f in the p, m. ‘The 3rd, 1.5 in the A. mM, ands oem 4084 the p. m.; 1.6 in the a. m. on the 4th and 1.7 in the Pp. M. On the 5th, 1.7 a4. m. and 1.55, p. m. The 6th, 1.65 a. m. and 1.9p.m. The 7th,1.8 4. m.and1.8p.m. The 8th, 1.7 A.M. and1.8P.m. The 9th, 1.75 a. mM. and 1./5 P.M. “he 10th, 1.64. ™., 1.75. m. The 11th, 1.65 a. mw. and 1.65 p. mu. The 12th, 1.75 a. m. and 1.75 p.m. The 13th, 1.7 a. m. and 1.65 p.m. The 14th, 2.05 a. m. and 2.2 p.m. The 15th, 1.9 A. M. and 1.85 p. Mm. The 16th, 1.85 a. m. and 1.8 Pp. Mo. The 17th, 1.65 a. Mm. and 1.85 p. m. The 18th, 3.15 a, M. 2.75 p. mM. The 19th; 2.1 a. vw. and 1-9 p.m. The 20th A. M, and 2.1 p.m. The 21st, 1:5 a. m. and 2. Pp. mM. ie 22d, 1.85 4.M.and15P.m. The 23d, 1.7 a. Mm. and 1ifoF mM. The 23d, 1.75 4. mM. and 1.8 p.m. The 25th, Sagan and 2.p.mM. The 26th, 1.85 a.m. and 2.05 p.m. ‘T'he 27th, 184.mM.and1.9pPr.m. The 28th, 2. a.m. and 1.7 p.m. The 29th, 1.8 4. m.and1.85 p.m. The 30th, 1.84. m. and 1.8 P. M. October 1st, 1.6 a.m. and 1.9 ~.m. The 2d, 2. a. m. and 883 4085 2.p.m. The 3d, 1.9 a.m. and 1.95 p.m. The 4th, 2.1 A.M. and 1.95 p.m. The 5th, 2.05 a. m. and 2. p.m. The 6th, 1.95 a. m. and 1.95 p. m. The 7th, 1.9 a. m. and 1.8 p.M. The 8th, 1.64. mM. and 2.p.m. The 9th, 2. a. m. and 2.2Pp.mM. The 10th, 1.9 a. m. and 2.05 p.m. The 11th, 1.7 A.M, and 1.95 p.m. The 12th, 1.9 a. m. and 2. p.m. The 13th, 1.85 a.m. and 19p.m. The 14th, 1.8 a. m., 1.85 p.M. The 15th, 1.6 4. m.,1.9 p.m. The 16th, 2. a. m., 2.1 p.M. The 17th, 2.05 a. m., 2. e..m. The 18th, 1.9 a. m., 2 Pee, the 19th, 2. a. mw., 1:95 Pp; ™: This is where we change right here and we will say at 7 o’clock a mM. and 4:30 Pp. M. now. The VO0th, 1:9 a. mi, 1.8 Pp. Mm. The 21st, 22. a, m.; 1585 Beem. The 22d, 2.05 4. mu., 2~/ um The 230,21 4. u., 1.79 p.M. The 24th, 2.4. m.,1.85 p.m. The 20th, 2.-a. m., 1.9 P.M. The 26th, 2.05 a. w., 1.95 p.m. The 27th, 2. a.m., Porm. The 28th, 2.4. mio1-7 Pp. wm (he 29th, 1.9 a. M., 1.60 P.M. The 30th, 1.9 4a. u., 1.85 p.m. The 31st, 2. 4086 a. M., 1.95 P. Mm. When I use the expression 1.95 Pp, m. it means one foot and ninety-five hundredths of a foot in the afternoon. That gauge is nailed to a telegraph pole. It stands on the southwest corner of Brannan’s Bridge. The tele- graph pole is in the water. 4087 Cross-Examination by Mr. O’Conor. 4088 My age is 40. I have lived in Joliet about eight years. During that eight years my occupaton has been watching on the I. & M. ©. Company. I watch the bank. I started to work for the Sanitary District in March, 1908. I have been reading the gauge for the District at Brannan’s Bridge on the southwest side of the river. It is about two miles from the court house in Joliet, west. It is not 4089 located right in the city. It spans the Desplaines River and the drainage. There are three spans in Brannan’s 884 4090 Bridge. JI should judge about 450 to 475 feet long. I ‘wouldn’t swear how wide the stream is at that point, — about 300, 350, 400 feet, I couldn’t tell you. This tele- graph pole is on the southwest corner of the bridge. It was an old telegraph pole, in the water there. There is about two feet of water there now or three feet. That is right along the edge of the stream. I couldn’t tell how 4091 much it is out in the center. JI never measured it. I couldn’t tell you. It might be two feet, three feet; I 4092 don’t know, four feet or five, I couldn’t tell you. I take the gauge readings only on the board. I don’t know who put the board on the telegraph pole on the southwest cor- ner of Brannan’s bridge. There was a board there be- fore; somebody else had put the board there. ‘These pages that I used as a memorandum, that is the original. It put it down there first and then I copied the card every Saturday afternoon. After I copied the card I mailed it to Mr. Heilbron at Chillicothe. I just cut those pages out 4093 of the book. I looked at the gauge first and then go back home and note it in the book. My home is about five or six blocks from the bridge. JI would go down there and read the gauge and then go back home and put it down in the book and I have been doing that since 1908. On page 19 I used these figures in testifying. I didn’t use 4094 November. It is all out of the book. I have it all from 1908 somewhere. I have got the others here somewhere 4095 in my book. On that mornng, September Ist, when I went there at 6 o’clock there was 1.5. When I got back 4096 that afternoon at 6 o’clock it was 1.9. There was a half a foot difference between six o’clock in the morning and six o’clock in the evening of September 1st. On the even- ing of September 13th there was only 1.65 of a foot of water. On the morning of the 14th it was 2.05 of a foot. On the night of September 19th at 6 o’clock there was 1.85 of a foot. In the morning at 6 o’clock there was 3.15 585 of a foot. On the 20th of September there was 1.7 of a foot at 6 o’clock in the morning. At 6 o’clock that same evening there was 2.1 feet. On the 21st of September in 4098 the morning there was 1.5 feet. In the evening there was 2. feet. There was a difference of six inches. 4099 Re-direct Examination by Mr. Chiperfield. I read the gauge for the Sanitary District. I don’t work for them in any other way. That is my full employ- ment for the Sanitary District. I work for the I. & M. C. I have been taking those gauges from that time down to this. 4100 Crartes HorescH, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Charles Hoesch. I reside in Peru, Illinois. I have been in the saloon business for a while. I have been a coal miner at one time. It is 11 years since I have been a coal miner. I worked in the mines of the La Salle County Carbon Coal Company. I know the third vein of coal to a certain extent. JI know the method of long wall mining. Ccal is removed in long wall mining by under- 4101 mining the coal. Ordinarily the coal taken out varies from six inches to two or three or four feet, according to the way the coal breaks. In the place where I worked, between 12 and 18 inches was taken away. Then the coal is removed. By taking the coal away from under the roof the roof naturally settles and it breaks before you can take her away most of the time. Props are put under the roof. When the weight comes down sometimes they break and sometimes they don’t with the weight. The distance that the roof comes down depends on just what 886 4102 weight is on top of it. It settles from 16 to 18 inches in the course of time. The dirt that is taken out in under- mining is naturally throwed backwards into the empty spaces. As the roof comes down it would naturally squeeze together. Sometimes it settles quick and then again the bottom raises up and covers so that you can’t tell which way it settles. As far as I have seen the thick- ness of the dirt, when the roof and the bottom are to- gether, 1s 18 or 20 inches; 12 to 18 inches of the dirt is 4103 taken ont. Sometimes you don’t take no dirt out at all when you mine the coal. Ordinarily you take out as much as I said before. That is thrown back. It stands there just as it was thrown out until the roof starts to come down and when the roof starts to come down in time 4104 it is squeezed together. T have seen the entries. After they have driven an entry and after the work moves for- ward it is necessary to brush it out; you have to take down some rock. I haven’t any observation of it myself, not exactly. They take off 10 to 12 inches, and then they have to take off more afterwards. They take off after- 4105 wards 10 or 14 inches. It 1s according to the entries, if they have te take off any more as it settles. Afterwards they take off about the same. I can’t tell you whether they take off any more than 24 to 28 inches. According to the way the roof settles, sometimes it is stationary for a long time and then the bottom raises or the roof squeezes down. They have to take off more than 18 to 20 inches in the brushing of the roof. I can’t tell you how much more. 4106 Cross-Exanunation by Mr. Butters. In my estimation the distance up that the earth is af- fected by the coming together of the roof and the floor depends upon the slate. There is a slate roof over there and from there soapstone up to the roof and that settles, 887 and further up to the sandstone, and how far up that is, I couldn’t tell you. The break is according to the progress of the mine. I couldn’t tell you whether it is ever more than fifty or sixty feet above. As the particles break loose it takes more to fill, more space. As it breaks it 4107 takes a different formation. Re-direct Examination by Mr. Chiperfield. I didn’t see any illustration that it occupies more space as the weight comes down from above. The rock packs again, crosses each other. The roof comes down and it comes down because there is some tremendous weight above pressing it down. 4108 Witi1am Miter, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is William Miller. I reside in Peru. At pres- ent my business is that of a painter. I have been engaged in the business of mining. I have been a miner 26 years. I have worked in the shafts of the La Salle County Car- bon Coal Company. I know the third vein of coal that is mined in those shafts. That coal 1s mined by the long wall system of mining. In the long wall system of min- ing you get the coal out by undermining it and then it 4109 breaks from the top. The amount they have to under- mine it depends on how the weight comes. They gener- ally undermine it a foot or two or probably three feet and then the coal has got to be wedged down. The vein of coal is from a foot to three feet thick. If they need it they put props in them. The roof settles down after the coal is taken out. The roof comes down to the packing. Q. Does it at any time squeeze or press that packing together? 1.78 | 7,213 | Rising ...... . May 4 ae ye LIS fis np Pare aes | ye ie hs ea ee a Do... et OW OTe eran Poe mel i, Be oO 2 ee rae May 1 2.647? 14,1991. aie, 1.88 | 7,684 ]..... poe Apr. 28 S| Pe Sk ae fvae wa ome 1.98 9,200) Stationary.. Apr. 27 SEs o. B A480 (leks imdb one 2.08 9,636 | Falling ..... Apr. 26 5. 64 | Ye... Seay Reena 2.13 | Ue «> 2 GOi<...ane Very windy. NotTe.—All measurements were taken from the highway bridge with a large Price current meter. Ay Ge anti Ae oun: od ty Ja a eties oF iby? yi ithe rye ak ide: mas Sake! was de eatery of oily? epreitioce eyed it LON) RS airy Derg tine aie abag AVM OME ORONO tS te) Mee ln. | See ete A ’ “ = an =" aa; a” «bie Re: Paka rp: nally yoevad a “At 2 1. ee , : iv rir 4 : 2 wt ie 5 aK, aks: P : 7 weet »* why of sry | Cx tri. a? tl ty bait o t un ciate +s 7 . oe tw ad ‘ ; a ’ hes i MaaE, Fe | AYERS HE - ey Prey aan! ee } t Tiel Gogh. 4s iy oa : a “Af aars ras ’ Pee, hy ; ¥ a0 Sk hee ene. a + woe en oo) ; , ; a> Td . agit oa y $ : (ys } “tw & ' SIXES S walle & ok tua ; : 7 y : ‘A ~ 4 i ; cg a ; ‘ , be no ? ( : ; : | | 5 n i ¢ 4 iy Pi . 4 Ocak \ ‘ tots 2 pay ' ms ae Fc Aa . 6 ~ ‘ ms. ‘ M iS , ; tei ; ‘ 4 “ ; ua ; 4 ; / boys 2 ; ; ie Abs, Yi 4 + ‘ , eh : 5 a 4 , . . oat batten ¢ - P< . oeytt w(t) swee? gee aled sty ay sarc 2 is fi hy NOR a aa aut isa ‘scien ta 190 WATERWAY, LOCKPORT TO ST. LOUIS, ETC. Discharge measurements of Illinois and Des Plaines rivers—Continued. ILLINOIS RIVER AT MORRIS, ILL.—Continued. charge was over bottom. : Mean | Dis- Areaof | Maxi- : Date. eons cross | mum | Width. veloc: | charge Status of Remarks. reading. |. ction.| depth ity per| per river. ; at second. ‘second. [" : 1892. | Feet. |Sq..feet.| Feet. | Feet.| Feet. " Cu. ft. May 10 See Wee fe oh wne clwagkaab Bee DE AGEs lenkwadaden sone DO. s eee NA July 4 oA LE 4 ee ee DA TRIOLOUY Selenite e xo ns July 3 pe -£R Le ee Oe. Sc Weare ‘July 4): 12,90 | 10,861 }.......)..... Pee Ream % 8 eX) 1 py Oem ers ; May 9] . 12.82.| 11,085 |.......)........ ' 3.16 | 34,935 |..............]-181 cubic feet of total dis- “8a . ; charge was over bottom. May 8 pS LD Oe ee SF S41 OG isos eecks cess 773 cubic feet of total dis- . ' charge was over. bottom, Do...) 34.12 | 12,889 |.......|........ ee eek canis 1,377 cubic feet of total dis- Le Ge aa ji , charge was over bottom. Do.z.| 14.77 | 12,682 |.:.....|.. eats ae a Oe Es acwikd otic ocak 3,414 cubic feet of total dis- bo) oo oa ; a) - charge was over bottom. Do...| ~ 16.15 | 13,078 |.......)... dase SE i. Ree ene ,| 4,796 cubie feet of total dis- . charge was over bottom. ° May 7 BUG 144, 677 j... 0200). 0000s wel » 297 | OO, 304 |e..... oo 16,743 cubic feet of total dis- pee ry re, nye } charge was over bottom. DOuis 17.76 | 14, 870 eeeecorlerceoseos 8.07 62, 313 eee ceweeseeees Do. ge Sk go | RS Sa 5 OG % tee 20,997 cubic feet of total dis- ~*~ aie Ane . charge was over bottom. : May 6 18.56 | 16,449 |.......|.c..000. tO. 1 GPO loovencunceeses -Do. ' Do...| 19.55 | 16,079 |.......|. ‘eeosseet 38.06 | 73,730 |..............| 24,614 cubic feet of total dis- - . . Nore.—Where a discharge over the bottom is shown, the areas and velocities given are for main hanne!l only. ILLINOIS RIVER NEAR DIVINE, ILL. _ [Survey of Illinois and Sia A pe wi ri ers, 1902-1904. The gauge readings refer to gauge on Elgin, ' _ Joliet and Eastern Railroad bridge. Elevation of zero=587.20, Memphis datum.] o wind (taken from cable 1904, - June 15 about 600 feet below Elgin, —94.6 | 4,318 9.8 565 |. 1.23.| 5,300 | Stationary..| N . : Joliet. and Eastern Rail- road bridge). —94.5 | 4,363 / 9.7 575 |. 1.22] 5,804]..... BO uatan Light downstream wind - (taken from cable about 600 feet below Elgin, Jolict and Eastern Railroad bridge). —94.3 | 4,337 9.7 560 1.36 | 5,910 |..... do ......| Light upstream wind (taken rom cable about 600 feet _below Elgin, Joliet and Eastern Railroad bridge). NotTe.—Each of the above measurements is the mean of two consecutive measurements. Al! were taken with a Price current meter, large size: July 23 July 8: reashee 4 Ag we) crn Se ee dl a — ot iin te poi tap ts me Rta NR et wate ere “penn a means se g ° ‘ # . : J : 4 ee alld Bye nee ee. Mii tesa 2 Ae Lee ey aa We i dry ‘ , 7 Tag * ee | = ek wet lktec taeda t f a See oe ee er ota a) Poe ae eo et ae enh y ajo wiliten teats * « t7° 7 : A ik! Soabity } : we n) $v) . wath Pion oe m3 ke eC See a, ; 7 is Ae ha : ‘ we : Fi hn. Abs? rae ee, ago aH Wee v - ay ho a : bo Oest * : ¥ F i ' a a t vl +t Og pee ek ath. Ye Aaa oe aes ies A pa ‘ J i Digee aly ¥ ‘ahs ty my ‘ $ e¥ Sa ha) Ss M + + |<" “ 4 bet 4e~ hea: opta", ‘Seong ay, ¥ ie oh 2: PJ + J + F 7 aL? a OI Shu 4a : : t “+e ; . . A aap “es i Wis Y J das recy te t d card oy ** = ro 7 < aa ties ? a Se?’ - ae | - 4 w\ qr? nee j et avy y as} , . » atte a Ds) aa .¢ fi £\ woh bite: Ad as “07 ; . 4 ; a ae b nee die he . * is 4 re a ‘ ‘1 Ye Be } ee we het ' oe’ Sara ti tad ose atta f é is ee aT: , t , ; PU eee ks re 3 ey PIAA 2 ty a'e bei ee ae t -_ * 7c tive al Posty + ee ‘ - ts ‘ash > ww 4 Ld 9 . ‘outs “ . 7 «? 7 * \ * ve t sere a r ‘ x “at ‘ tal! s j a : pF \ » . ce Py ; 4 we Ae : : Sy Mek Pind ahwab cen ntRA, 54 oie wad ae ee ar ay : pty" ij é ; : _ gd ; ‘ * ~ S M4 : re Org at. oe a OTs & y . 45,0 - é uo AW nt fo Se ; t x ; : ae § } ( eee « oa anh Ny ed open een, 0 | ¢ 2 4 . Pe ° ae : ee irae ae P isi 4 ove | ~ ae ee | oe “ger neon ty See e ey : y ; , f i Sl hoe ‘ cy Fs / PP aay ay! ' i. ¢ Thi!) ue > ‘pet od ee ee Buk Leet eed ee : i ‘ x te ' aoe : Py = ele aS rm Pass : ‘ ' ie 4 ; : Va a aiiteaaal aan a het se bet ha eT RSS nee rene i ee en Ba a bead tei me scans COR. epee soy ¢ ? a " iad pr ae re a eer | ” tiie ad ; Yap set hee! + Sed tee ae Apa ay arbi! Maree Fue ee Se OTe, suid \F aseay ‘th ns oe wy ; me ot he é ; é ny ; ‘eer YO. FRIRE BOM AAT Sarat 4 a sh < eae me eieeing AERA He chee A eathet anda ake hoe RE MOT? eR tT hit a 2 a Gees + prene ee tee y iz yh Bie wera, PO Saas sie Bi stale if pte I irs iccaadiied oie eae & ‘gia 3 es. aneret® oF pH ao we inp -sntsinthey e aaa a” a wie oy ; * ee ait sm’ ements mwee ayer a , , a. s « By ~¢ 3 ‘ i ; . Pa er, ao) Ag : iy * AIG: he 3 By Bn Serv? 3 a : a SOMES, d a A %.' Be shy one % ie ” 3 : ae ai ayes fea Fan ths, ; ae r iy r + Fe ‘ _ 5 ’ eee Le Tre, CRA | © ae a ‘ ‘& NM (Mets Wit o sleet + 7 } * ca Fy puaytaat mvt cnsghalt eli RG ABO BNE Meeks: eg Shi Soir Be PR Sep z é . rn Z : a beni? ae vigeag %, eh . * ¥ ie ¥ . ‘ ¢ $ —— >> » eo om me eat sige Spe ne pe -— are B. He sie i aed Dem OeER TE oe? 1s stomapirecs abttrseyeals a need sort Beano meee Se pena he ps es 4 P ; j nee ae, . : ~~ ae, ee ee re tee i a OM = — > SNS pw wy a ‘WATERWAY, LOCKPORT TO ST. LOUIS, ETC. 191 Discharge measurements of Illinois and Des Plaines rivers—Continued. ILLINOIS RIVER NEAR DIVINE, ‘ILL. (Taken under the direction of the United States Geological Survey. The gauge readings refer to gauge on Elgin, Joliet and Eastern Railroad bridge. Elevation of zero=587.20, M ne pa Ps | M . Areaof Maxi- Mean | Dis- Gauge | cros W veloci-| charge! Status of Date. ‘reading. eee fhe Width. ty-par| per cam Woketads ‘| second. second. _ 1903. Feet. Sq.ft. Feet. | Feet. | Feet. eu Nov. 11 | —#4.15 4,40) ....... Les a eS Oe ee ee May 10 | —3.10) 4,898 ....... | 553 1.69 8,39 | Stationary...) Light downstream wind. t. 26) —94.10 4,199 \,...... | wed anti he 1,75 | 7,319 | Falling ..... Re ah 0 | 4817 |... loca CRUE, DAGON 1a lass wie so y's Aug. 31 | —93.99 | 3,556 .......]...... .-| 1.83 7,044 | Falling..... July 12| —93.83) 4,556.2... sen. 1.64) 7,406 |.2...do...... 1904. | | | | . May 19 | —93.00. 5,139 | boy aks 565 oh A et) Stn Strong downstream wind. 1903. | Apr. 9 —91.12 6,606 | Kins, eget 594 2.04 | 13,482 | Falling.-..- Do. / 1904. ‘May 2 -—9.51 6,454 ....... 560 B06 | LORD hss oe dat sendin, Light downstream wind, Apr. 17 | —89.63 6,987 °....... 581 2. 44 | 16, 927 |. cecccccceeses Conditions good. ; Apr. 26 | —8.15 7,740 ....... 585 (7 oe SE eee Do. 1903. es Mar. 15 | —86.84 -9,182 ..... as 630 2.80 | 25,689 | Falling.....| Strong downstream wind. 1904. | | | | | eee S| —82.40 | 13,281 |....... 623 3.30 | 37,118 |..............| Conditions good. * Mar. 27 | —79.98 12,975 |....... 683 8.85 | 50,920 |...:..........) Riveroverflowed right bank ) : 1 foot deep for 250 feet; no ; : current. Mar. 26 —78. 47 14, 800 le wkbien's 949 3. 86 57, 097 sadest ct hachadnc| eeeeee _ Nore.—Measurements in 1903 were taken from a cable about 40 feet above bridge. Those in 1904 were taken from the bridge. A1l were taken with a small Price current meter. d 7 ? ; ? ia she , a rei be: a is a ae REINS HAE eat aorta a a ST " tye cee) Ashi gad a CES Lobe Ry) OES Te ts wit Bish jolie nits abs ‘ % . c a a “ nt Ph portiat hostage AS) CAR usm anlar Bl oe eee ee, Coe eet we vs ri 74 > 4 i = < eu a » a. ee ee sent hei stpival neat mimi wh Kaplan 2 +! wi pthonny Numalesi en Sel yiiylinn tee iE sre BS WF oh yeaa y A re S " Bie i er ‘ Qt : i > ‘ ae : i ys ; < PRA obs ee hae 1 aad, ‘3 ¥ fea guald ; sa tach she tante ates eS Cate bert |S . - . er ’ 4 ‘hs ‘Sere, dere a 4 2 ; 44x39 7 4 4 A . r ' Shae cayenne meshed dh st rn aes anemia erga eta > ‘ ray d 1.2 : i be : - - ‘ vl ‘anti é= > oe + bi ye } va ¥ ytd . ae be | ee ee ie NS Ee, a 4 ” ~ ' ae ‘ a . bd sa¢ * = r 7 a? eo 4 all nts le » * “ +e — 4 By t . ns \ F: M a7 : ¢ 5 “s b-" A - , co i? Ge ties O27 ee ae nena ef thie . . ah oft ao ~ ; 5 ; he's é , ye 3 Foe ee gin or ale > he at & a é om. | ae . arta é 4 at ee Va pe eer ee «eee. 7 = =: 1 « hey: < <*> at 999% " ut H Boye ee Fe me's eee tee, pa fd * ; « 7 - a % ’ ~ it d urs he a oe rU 3 i ae aa vA Ms dit Cie . 7 ced ; ; : > Ye 4 . ; - » : 7 Wate? an 4 bes Fane ap Ana a fx .§ > ie 9 mt a a 4 7) a] qe we ken ae | hiv} a ¥ s* ‘ Car R ial a A a oo . . ia A A ave ” ? % > % aw, * ~ a * , A af ' ’ 4 vo * ont Pits opeoveswok iiehy a dK , aaa A. “ - ‘ 3 e a , tae Be 5 Lae WE. 5 3 wdesin we a Mii § albania’ hi AA > 5 = " a pil. vy, ¢ ral ow . ) ae Ae 3 cm ie a.) ee ed if a~ ‘at . ra ; ; * 3 - Lk ¥ t ‘ ‘ . * Poet a dm ; ae > - ;, are Louie er fi acaede ft, ie . Yea R. Ut erste tis paid oy eee ee Re \ J - , H 5A y3 : : bs i } ; re vk due a f Ba 4 } Ape etey : ae h < aey : silo wate tase nectullal Paik os EET at eee oS ee? , ~ % , Than ee i wee i Beemer 3! i P . a . a 5 z >- v ou ph ADS nah. | eae. 4 ; a ed ain oir .% ‘stk eS Eee . . : ‘ } a) Ducksberry Road; that is from La Salle towards Ogles- by and Portland. I saw the land lying on both sides of the road along there. I make it my business to go over there quite frequently. My father-in-law lives right there on the bottoms east of the Vermillion River. I have seen 4386 the land lying south of Peru right recently. I saw the lands lying south of Peru some time this spring, on both sides of the road. I saw the lands along in there between 4387 1890 up to 1900. I knew the land that Waugh used to farm; I can’t tell exactly how many acres of that land were in crop from the year 1890 down to the year 1900; I don’t know how many acres were raised of that land from the year 1885 down to 1900. I don’t know how many bushels per acre that land yielded during that period, nor the character of the corn. I don’t take into considera- 4388 tion, in placing my valuation, any of the coal underly- ing the surface. I don’t know what the lands raised that lie south of the Illinois River and east and west of the Illinois Central right of way. I don’t know how many acres in that particular piece were under cultivation, nor the character of the crops that grew there. 945 4389 Wautrrer D. Strawn, a witness called by the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is Walter D. Strawn. I reside at 72 Chapel street, Ottawa. I am a retired farmer and have lived in Ottawa since the 22nd of last November. I was born in La Salle County but I lived out of it for 18 years. The balance of the time I lived in Ottawa. I have an ac- quaintance with La Salle and Peru by traveling through there. I know both places. My attention has been called to the lands claimed by the La Salle County Carbon Coal Company south of Peru and east of the road running south from Peru. Also land lying east and west of the 4390 Illinois Central. I have an opinion as to the fair cash market value of that land shortly before 1900, from ob- servation and knowing what the land was selling for. I think it is worth about $50 an acre. 4391 Cross-Examination by Mr. O’Conor. I looked at those lands especially with a view of ascer- taining their quality. I think it was a week ago Sunday and a week before that I was down there. I was down there twice. I went down there to ascertain the condition and the quality of the land. The only way I knew them was by driving along the roads or riding over the IIli- 4392 nois Central. My opinion as to what they were worth in 1900 is derived largely from the conditions of the land as I saw them the other day, and I assume they were in the same condition in 1900 and prior to that time that they are today. I think they were probably in about the same condition. We took a team and went all over the land; Dan McCarthy and myself were down there. We 946 4393 drove across the middle road down there. We drove around at different places. I should say, from the naked eye, there would be no way of draining that land. ‘Take it up in the main body of that land the corn is principally on the east side of it. On the west side it was all grown up with weeds; there is some little corn on the west but not so good as on the east. I think the corn averaged a little better on that further patch than it did on the oth- 4394 ers. J never owned any bottom lands. If during the years from 1895 to 1900 the corn averaged 60 bushels to the acre, my value was low, but according to the way I know the land was selling and that there was a more hazardous condition in these lands down there and no improvements on it whatever, my judgment is that that land would always be about the same that it is now. 4395 I didn’t make any careful examination of that land prior 4396 to 1900. I would be surprised to know that it raised nine consecutive crops prior to the year 1901 but I would not think that I had placed too low a value on it from the way that lands were selling. There was plenty of land sold before 1900 for $60 up to say $85, from 1890 to 4397 1900. I don’t remember any particular piece that sold around January, 1900, for as much as $100 an acre. Ropert Warrick, a witness called by the defendant, tes- tified as follows: Direct Exanunation by Mr. Chiperfield. 4398 My name is Robert Warrick. I reside in Utica. I am a farmer. I have lived in Utica Township over 40 years; about five or six miles from Peru and La Salle. I go to Peru through La Salle. I am acquainted with the lands claimed by the La Salle County Carbon Coal Company located south of the Illinois River across from Peru and 947 east from the Illinois River bridge and also with the lands east and west of the Illinois Central. I have been 4399 acquainted with them in a general way for about 32 or 33 years. I have an opinion as to the fair cash market value of those lands shortly before 1900. They were worth $25 an acre. Cross-Examination by Mr. O’Conor. I did not include the coal. I would see these lands 4000 every few weeks or month. I saw the lands in June of 4401 this year. The land I saw lies on both sides of the dike as you cross the bridge. I have been across there most every year two or three times a year. I know the place where Waugh lived. I was not personally acquainted 4402 with him but I know all the land that he farmed. I don’t know how much in bushels per acre it raised. I saw the corn growing on it. I should judge corn was re- peated there year after year; always was in corn when 4403 I saw it. I have traveled over the Illinois Central road from La Salle. I don’t know the number of acres lying on the land on the east side of the Illinois Central that was in crop from the year 1885 down to 1900. I only know of the character of the crop raised on it from ob- servation. I wasn’t on the ground during any of those years. I didn’t go into the field. I don’t know the num- 4404 ber of acres west of the Central that were under culti- vation during those years, nor the yield per acre, nor the yield per acre in bushels, nor the character of the corn. I never farmed any bottom lands myself. Re-direct Examination by Mr. Chiperfield. I knew some land in the bottoms that was for sale by D. B. Gates at that time. It was situated close to the land in question. 948 4405 GrorGE SARGEANT, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is George Sargeant. I reside in Deer Park 4406 Township. That is southeast of La Salle. Pretty near seven miles from La Salle. My business is that of a farmer. I have been engaged in that all my life. I have lived in La Salle County 54 years. I am acquainted with the Illinois Central bridge where it crosses the river. I am acquainted with that portion of it south of the river. I know the land claimed by the La Salle County Carbon Coal Company lying east and west of the Illinois Central bridge. I know the land east, not west. I have an opin- ion as to the fair cash market value of that land shortly ‘before 1900. I should say it wasn’t worth over $30 or $35 an acre. 4407 Cross-Examination by Mr. O’Conor. I have never farmed any bottom lands. In 1900 I lived in Deer Park. I drove to La Salle on the road from Jones along the bluff. I don’t know the number of acres act- ually in crop on that particular piece. I was not down in that field of corn. I observed it as I was passing along 4408 the dike there. I saw a stand of corn. I should say that the corn ran 25 bushels to the acre this year by the looks of the stalks; 25, possibly 30. My valuation does not include the coal underlying the ground. 949 4409 JosepH Kinzer, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Joseph Kinzer. I am a farmer. I reside in Utica Township. I live about seven miles from La Salle and Peru. I have lived there about 35 years; have been engaged in farming about 40 years. I know the Illinois Central river bridge where it crosses the river and runs south from La Salle. I know the lands claimed by the La Salle County Carbon Coal Company on the other side of the river. JI have an opinion as to the fair cash market value of that land shortly before 1900. In my opinion it was worth about $25 an acre. 4410 Cross-Exammation by Mr. O’Conor. The lands were good for farming, corn farming. I couldn’t say how many crops they raised prior to 1900, nor how many crops they lost from 1885 down to 1900. I couldn’t tell how many acres were in crop. I don’t know whether the corn matured every year or not. I know they had crops there every year, but I couldn’t say 4411 for sure as to that. I don’t know how many bushels it run per acre. I did not take into consideration the coal underlying the land. 4412 [D. H. Duaan, called as a witness by the defendant, testi- fied as follows: Direct Examination by Mr. Chiperfield. My name is D. H. Dugan. I reside at Chillicothe, Tli- nois. I am connected with the Sanitary District of Chi- cago as assistant engineer. J have been with the Dis- 950 trict about six years; have had 12 years’ experience as an engineer. Three years with the Chicago, Milwaukee & St. Paul Railroad Company, and two years with the 4413 United States Geological Survey in Wisconsin. At va- rious times I was employed by private concerns, and spent several months with Professor Mead of the Univer- sity of Wisconsin, both in the location of water power sites and for several months was employed by him in con- nection with the reconstruction of the water works sys- tem of Decatur, Tlinois. I began with the District about Six years ago as instrument man in charge of a party making topographic surveys in the Illinois Valley and I have been promoted from time to time. I am now assist- ant engineer. I have made a computation of the rainfall data which was introduced and admitted in evidence in this case as to the average totals shown for the different vears from 1892 down to date. The totals are: 1898, 4414 29,22 inches; 1894, 29.71 mehes; 1895, 29.34 inches; 1896, 30.08 inches; 1897, 30.18 inches; 1898, 39.21 inches; 1899, 27.03 inches; 1900, 32.18 inches; 1901, 24.95 inches; 1902, 46.32 inches; 1903, 36.55 inches; 1904, 31.31 inches; 1905, ~ 30.86 inches; 1906, 33.3 inches; 1907, 38.79 inches; 1908, 32.11 inches; 1909, 40.06 inches; 1910, 27.36 inches. The computation of rainfall during the planting and growing season for the same years, that is, April, May, June, July, August and September, inclusive, for 1893, 16.83; 1894, 4416 18.9 inches: 1895, 15.97 inches; 1896, 27.5 inches; 1897, 13.91 inches; 1898, 20.25 inches; 1899, 16.41 inches; 1900, 19.47 inches; 1901, 12.87 inches; 1902, 13.42 inches; 1903, 25.63 inches; 1904, 18.91 inches; 1905, 24.43 inches; 1906, 18.54 inches; 1907, 25.71 inches; 1908, 19.77 inches; 1909, 23.82 inches, and 1910, 19.43 inches. The rainfall for Au- 4417 gust, 1894, was 1.12; August, 1897, 1.6 inches; July, 1898, 1.95 inches; June, 1899, 2.31 inches; September, 1900, 2.13 inches; July, 1901, 3.09 inches; September, 1902, 5.58 951 4418 inches; July, 5.22 inches, 1903; September, 1904, 4.04 inches; November, 1905, 2.22 inches; July, 1906, 2.62 inches; September, 1907, 5.16 inches; October, 1907, 1.08 inches; September, 1908, 1.12 inches; January, 1909, 2.12 inches; August, 1910, 3.8 inches, The amount for August, 1893, is .57 inches. The rainfall applies to the area drained by the Illinois River above the City of La Salle. IT have made a tabulation or illustration showing a compar- ison of the precipitations for the periods or period from 1893 to 1901 and from 1902 to 1910. (The chart of said comparative annual precipitation , was marked Exhibits 282, 283.) J will explam. On the left side of the plat appears the figures 46, 44, 42, 40, 38, 36, 34, 32, 30, 28, 26, 24, 22, 20, 10 and zero. ‘Those figures represent the scale to which the chart is drawn and represent the rainfall in inches. At the left is a vertical green column with the figures 442() 46.32 and the figure 1902 underneath. That column rep- resents the annual rainfall over the watershed of the I]li- nois River for the year indicated—1902. In the next col- umn appears the figures, 40.06 with the figure 1909; that column represents the annual rainfall above the City of La Salle for the year 1909, drawn to the scale shown at the left of the chart. These figures are based upon the certified rainfall introduced in this case and admitted as evidence in the case. The next column appears the fig- ures 38.79 and 1907; that indicates the annual rainfall above La Salle for the year 1907 drawn to the scale indi- eated at the left of the chart. So on for the other col- umns and for the years named, to wit: the years 1906, 4491 1908, 1904 and 1910. The green columns are arranged in their order of greatest magnitude. The column on the left represents the year of greatest rainfall and the col- umn immediately to the right of that is the year of next greatest rainfall; the column to the right of that is the 952 year of next greatest rainfall and soon down to the low- est rainfall that is represented in the column to the right, 4422 the extreme right of the chart. The green columns indi- eate the annual rainfall above the City of La Salle for each of the years 1902 to 1910, inclusive. The red col- umns are arranged in like manner to represent the an- nual rainfall above the City of La Salle for each of the years from 1893 to 1901, inclusive. Across the plat ap- pears a green line and above it is written the words ‘average 1902 to 1910, 35.74 inches’’; that represents the . amount of average annual rainfall above the City of La Salle for the years 1902 to 1910, inclusive, for each year. The red line appearing upon the plat below the green line with the words ‘‘average 1893 to 1901, 30.88 inches,’’ that is the average annual amount of rainfall above the City ° 4493 of La Salle for the years 1893 to 1901, inclusive. From the years 1893 to 1901 the total amount of rain which fell was about 277.9 inches. Between 1902 and 1910, inclu- sive, the total amount of rain was about 321.6 inches; a total difference of 43.7 inches. In the next chart, No. 283, there is a plat showing the precipitations from April to September, 1893, 1901, 1902 and 1910. That plat is constructed in a similar manner as the one just described, but it is restricted to those periods, limited to the months of April to September of each year. The green column represents the rainfall above the City of La Salle, April to September of each year from 1902 to 1910. The red columns indicate the rainfall above La Salle for each of the years in the months of April to September for the years 1893 to 1901. Which said comparative annual precipitation charts, marked Exhibits 282 and 283. respectively, are in the words, figures and characters following, to wit: Vale? ie ea | ee 2 F b sete ii, 3 % task >t. oF of a . ° a ( : . # a : : ity, ef ‘SPE. a INE o> - $s; ; ’ “2 — Oe eee ge 3 f a wee nai Te tag ae TA oe a" Mr. CHIPERFIELD: I desire to offer in evidence Eix- hibits 282 and 283 on behalf of the defendant. Mr. O’Connor: Plaintiff objects. The Court: Objection sustained. Mr. CuHIpEeRFIELD: Defendant excepts. 953 4497 Cross-Examination by Mr. O’Conor. So far as the rainfall computation is concerned, I have taken all the rainfall during a certain period. I don’t 44928 know what the record shows, from memory. 954 4430 Horace J. Curtis, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is Horace J. Curtis. I reside in Dowagiac, Michigan. I am a civil engineer and draftsman. I worked for the Illinois Steel Company in their drafting department in Chicago for about a year and a half; about six months with the Link Belt Machinery Company as draftsman and about eight years with John S. Metcalf Company, engineers, in Chicago, drafting, and in August, 1905, I came with the Sanitary District on their surveys in the Illinois Valley and I have been with them most of the time since then with the exception of three and a half vears in the Philippine Islands as assistant engineer in the engineering department. I was working for the Phil- ippine Government. I was assistant engineer in the bu- reau of public works. JI am familiar with the making of topographical surveys. While I was working with the Philippine government I did survey work in connection with irrigation projects, locating locks and construction, building construction, bridge construction and office work in connection with the same; designing, and so forth. I was employed by the Sanitary District in the survey on which this map is based, Exhibit 281. On this particular land shown on that map IT was recorder. The recorder takes down all the notes that are given to him by» the instrument man and makes sketches of the conditions as 4432 he finds them on the land, so as to facilitate the platting of the maps. We just call the notes topographical notes; sometimes they are called field notes. I know that the field notes and the maps in this case, which have been in- troduced in evidence are correct, of my own personal knowledge, as one who participated in the survey. I have 959 constructed from those field notes and map a chart show- ing the relative elevations of the land in question. I have constructed one of tract 3 which is shown here, starting with the Illinois Central, central of the Illinois Central, running across parallel to the north line of the track, about 225, feet south, and running across the Vermillion 4433 River. The second one starts at the road, the east and - west road on the bluff there in tract 2 and rung across here to the Illinois River. The third tract, tract 4, starts back here on the bluff and runs across that tract to the river. Said plats are marked Exhibits 284, 285 and 286. These plats correctly show the surface of this land at the points that I have indicated. This black line that runs across in an irregular manner on the plat which is marked four, is a line representing the surface of the ground, as it would be if that section were cut with a gigantic knife and shows actually the elevation of the ground across the line. This shows the level of the dif- ferent pieces or the different parts of the tract clear across the tract. It is based upon the survey which was 4434 made by our party. That is true of the other plats of the other tracts. On the tract marked tract 4, there are also three lines above the irregular line, which are marked ‘‘high waters 1892 and 1904’? and also ‘‘high water, 1883’’ and also ‘‘high water, 1902.’’ They indicate the elevation that the high waters of those years stood over that ground. The line appearing at the right marked ‘‘L. W., 1901,’ that indicates the surface of the low water of the year 1901 in the river opposite the tract. The plat is drawn to a scale, vertical scale of one inch to five feet and a horizontal scale of one inch to 100 feet. The plat is referred to the datum plane of the City of Chicago. Chi- 4435 cago city datum has reference to a plane assumed by en- gineers in the city and was taken from the low water of 996 1847 in Lake Michigan. Memphis datum is an imagin- ary plane referred to the elevation of the water in the Gulf of Mexico. I am not certain whether it was in low water. I think it was a certain distance below the low water. The difference between Chicago city datum and Memphis datum is 587.04 feet. On the cross section of tract No. 3 there appears a line as high water of 1883, high water of 1892, high water of 1904; that indicates the elevations that the high waters of those years stood over this tract. That plat is also drawn to the same scale. On the cross section of tract No. 2 there appears high water 1883, 1892, 1904; that indicates the elevation of water, the high water of those years on that tract. And there also appears low water of 1901; that 1s the low water of 4436 that year opposite that tract. The distance shown be- 4437 4446 4448 4449 tween the low water of 1901 on tract No. 4 and the crest of the bank is about 12.3 feet. The water surfaces are based upon a profile made during the government sur- vey of the river by Mr. Woermann in 1900 and 1904. I have a certified copy of the profile made of the Woer- mann survey. Offered in evidence. Offer rejected. Defendant excepts. EixHrBir 284, EXHisir 285. EXHIBIT 286. ExHIBit 287 exh 284 ee ae 7 ¥ ar: ar oa ae TTT @ SRPBBNL bY S46 08 SSR RUE RT SE See eee 2B Pes sae eee a PTT? PPE) oe ay (2Gase ; ae caus Ae -—— eae 4 es i - cet i a! ia ie Sasseeceeoa Gk ty ee ae wre tee Hee ee eae b en | ARE ay ~~ ete. : TERT i . 4 aan 33 oe , a oes = . . ‘ 3 ‘ a 4 ~ i . < " = . “ r f * . ' sd . . ‘ F + ‘ ~ . ‘ \ ’ - . a F : — o ae o ae Se re ee ee — ee pearance 4 . . (a ‘ ‘ | so hd deme Var io ie es BPRS, ghd ridin MBN iy Faas ~ 4 “ah a 7 - ¥ . : 7 aS se ua ™ - f s zs . é ‘ i . rs i > i > ¥ ; a sm + pe! By or ’ ae 4 e ‘ AM aes f . * i i 4, * ry . d 7 § fol Ps 7 on “oe + ‘ ek, /£ en, ry ee th ae + P mid ¢ "4 1 ¥ . athe EY) 4 yt + 7 a 3 : <7 , 5 ’ det, f PoP os ro e ~ ~ : P uf : — — * as a ee - ae, * ‘ 2 957 4451 Ihave a plat of the water surfaces at Brandon’s bridge at Joliet for the menths of September and October, 1911, and also the water surface of the Illinois River at La Salle for the year 1911. 958 (The said documents were marked Exhibits 288 and 289 and are in words, characters and figures following, to-wit) : 4453 Across Exhibit 288 is an irregular line above a heavy line, marked September and a lighter line marked Octo- ber. The irregular line represents the water surface of different days from September to October 1, 1911, as it appears from the guage readings of those days, platted to a scale showing the actual representation of the water, between September 1st and October 31, 1911. It is based upon gauge readings which are in evidence in this ease, given at Brandon’s bridge, by Albert Lindner. The - upper plat, the scale is one inch to a foot, vertical scale 4454 and the horizontal scale is three inches to one month, or one-tenth of an inch to one day. The scale of the lower 4455 plat is the same as the other. The plat depicts the wa- ter surface at Lock 15, La Salle, from September Ist to April 31, 1911. It is based upon the gauge readings of the weather bureau at La Salle, admitted in evidence in this case. (Hach of the plats offered in evidence by the defendant.) Plaintiff objects; objection sustained; defendant ex- cents. ig: | 3 eee aper - 4 Ts : t : : } i : . j : ; ; | j ; ; : } / i ' : +: <2 FP oe OO Te ae CELE SS ret rye AA ’ ; | ; : } : | hee ; ved ——— ~ 2p —— —+—- — 4+ anne MES S245 90s : } ' t | bd | LS pt ee AR Ra oe tee ) ) | ee ke cr me eos ag ara AS Set Se +++ — ) | . 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Tak LORE As Hit “Sadan Oe fhe Sahat § Ae * ~ . rie sri te fis ‘4 ae | Sia pad rh ae | a, =* ee ’ vas of) >» ‘ > Co EMS IP Tae eet napa ee < _ ot . ° MME the, Coit Ae Hp 959 4456 On the tract of land in Section 22 I have a notation as to what was growing on this land when this survey was made in 1906, at which time the different area of crops, timber, weeds or anything in physical characteristics of the land at that time were noted. On tract 2, being in Section 22, there was 79.67 acres of corn; there was 38.17 acres timber; 14.80 acres timber and weeds and 3.48 acres 4457 brush and weeds. On tract No. 3 there was 73.51 acres of corn and 8.29 acres of timber. On tract 4, being a por- tion of Section 21 south of the river and east of the slough, there was 297.47 acres of corn, 33.86 acres of weeds, 16.88 acres of meadow, 2.41 acres of timber, 13.55 acres timber and brush, 30.83 acres timber and weeds. In tract 19.53 acres corn, 5 acres weeds, .54 meadow, .71 mil- let, 15.72 acres timber and weeds. I have aggregated the 4458 totals of the different physical objects that we found upon the entire tracts. In the four tracts there was in corn 452.18 acres; in weeds, 38.86 acres; in meadow, 17.22 acres; in millet, .71 acres; timber, 48.86; timber and brush, 13.55 and timber and weeds, 61.35 acres; brush, 3.48 acres. T'ract No. 3, the portion crossed by the C., B. & Q., is 81.80 acres; tract No. 2, the portion west of the Ilhnois Central and east of the Shippingsport bridge, 136.12 acres. Tract 4, the portion of Section 21, south of the Illinois River, and east of the bayou is 376.70 acres; tract 5, the northeast quarter of Section 21, south of Huse Lake and east of the Illinois River is 41.50 acres. The aggregate of all those figures is 636.21 acres. The water surface in MeCormick’s slough during the survey in 1906 was secured. The elevation of the water surface at that time was minus 137.8 Chicago datum, taken No- vember 3, 1906. In the gauge reading at Lock 15, on that date, shown by the evidence of Mr. Peterson, of the weather bureau, it is given as 11.8 feet. Taking the zero 4460 of the gauge and computing the water surface of the 960 - river at that date, you would make an elevation of 446.1 Memphis datum, and subtract that from 587.04, which is the difference between Memphis and Chicago datum of 100, minus 141.4. The difference between the surface of the Illinois River and the water surface of MceCormick’s slough, from this computation shows as 3.14 feet. The elevation of the bottom of MeCormick’s slough, referred to Chicago datum, is minus 137.5. The Illinois River was lower on November 3, 1906, than the bottom of McCor- mick’s slough by 3.44 feet. The river on that same day 4461 was 2.14 feet lower than the surface of the pond. The water surface of the pond on the southwest portion of tract No. 2 south of the Illinois River. The difference between the elevation of the bottom of the slough in tract No. 3, being east of the Illinois Central right of way, and the surface of the Illinois River, at the time of the sur- vey, was 2.84 feet. The difference between the highest and the lowest point of cultivation as found by our sur- 4462 vey, was 11.5 feet. The lowest point of land in tract No. 3, outside of the Vermillion River, is found along the slough. The lowest point of cultivated land in tract 2,is minus 137. The lowest point I suppose is in the bot- tom of the river. The highest point is back on the bluff just north of the road; a difference between this highest point and lewest point on the bank of 32 feet. The high- est point of tract 5 is the southeast corner of the section and the lowest point of cultivated area minus—42 feet 4463 difference. The difference between the highest and low- est part of tract 5, of the cultivated area is 54 feet. The average elevation on the piece of land east of the C., B. & 4464 Q.is 130. Tract 3 is slightly higher than tract 2. Tract 38 is higher than tract 4. Tract 3 is higher than tract 5. Tract 3 is about five feet above the elevation of the bank of the river. The elevation of Water street is minus 120. That would be 15 feet above this bank (indicating). 961 4465 Cross-Examination by Mr. O’Conor. The survey in 1906 was made in the latter part of Oc- tober and fore part of November, When I compare high- est and lowest points of piece of land, I take the lowest point outside of the river, the average bank of the river. A man looking at the ground down there, the ground looks to be about level. If you are looking for a difference of elevation, though, you can see it readily enough. 4466 D. B. Fox, a witness called by the defendant, testified as follows: Direct Examination by Mr. Chiperfield. My name is D. B. Fox. I reside in Peru. I am ac- 4467 quainted with the land in Section 21 south of the Illinois River and east of the Peru road. JI farmed that land sev- eral years ago. In 1880 TI paid half of a thousand dollars a year. 4468 The Court: I will let you show the extent of his ac- quaintance with it im general, but I don’t think I can per- mit you to show particular dealings with it prior to 1885. To which ruling of the court the defendant, by its eounsel, then and there duly excepted. I farmed this land for seven years. I did not have it after 1895. JI commenced with it in 1887 under Waugh. 4469 I had it for seven years. ] commenced with it in 1887. I mean 1877. Q. Iwill ask you what rental you paid for this land in the year 1884? Plaintiff objects; objection sustained; defendant ex- cepts. Q. During the time you were there did you raise any erops on this land? Plaintiff objects; objection sustained; defendant ex- cepts. 962 4470 I knew at the time when Waugh was farming this land. 4472 T knew from hearsay from the Waugh family how much rent they paid for the land. JI have been acquainted with this land a good many years; J should say for 40 years. T am acquainted with the land west of the Illinois Central track and also lying east and west of the C., B. & Q. I have known them for a long time. I have an opinion as to what was the fair cash market value of that land shortly before January, 1900. I think the value of that land was $40 an acre, $40. 4473 Cross-Examination by Mr. O’Conor. I was pretty well acquainted with what that land did from 1885 to 1900, during the time that Waugh had it. I have no feeling in this case. I think most of this land was in crop during those years. I think betwixt two and three hundred acres below the Illinois River there, west, down to the Peru road, running near the pond and all down through the road, betwixt two and three hundred 4474 acres of farm land. In the year 1895, down to the year 1900, there was about 40 acres of that land that was cleaned off. None of the land has been grubbed out across the river. J don’t think there was any of them crops lost 4475 down to 1900, except the year 1892. I don’t know how much corn was raised there in 1899, nor what kind of corn it was, nor how much it ran to the acre. I don’t think the yield there exceeded 40 to 50 bushels an acre. I 4476 think that was a fair average. It would not raise as much corn per acre as uplands, not with me. The land is productive, but not as productive as up-hill land; never was considered as productive. I don’t think that four crops in bottom lands would be as good as five crops on 4477 uplands, nothing like that. J have known very few acres of this land to grow more than 40 or 50 bushels to an acre, very few. I think the yield this year wouldn’t be over 963 25 bushels to the acre. I should say that last year was 4478 about the same thing. J haven’t examined the land this year. I think the corn on that ground last year and this 4479 year would grade, That is my judgment of it. I exam- 4480 ined this land from the bluff last week. The time I placed my valuation on this land I took into considera- tion the coal underlying the surface. J included the coal, 4481 whatever rights they have to it. The way they are buy- ing this coal it is worth about $15 an acre. I think it was worth $15 an acre in 1900. I allowed about $25 for the land and $15 for the coal. J saw it in 1900. I think the surface was worth about $25 an acre and the coal worth $15 an acre. 4482 W. K. Hoaciunp, a witness called by the defendant, tes- tified as follows: Direct Examination by Mr. Chiperfield. My name is W. K. Hoaglund. I live in Peru, Illinois. My business has been manufacturing agricultural imple- ments. I have lived in Peru since 1882. Before that time I lived in Council Bluffs, Iowa. I am acquainted with the land claimed by the La Salle County Carbon Coal Company, on Section 21 and across the river, and the land which lies west of the Illinois Central and east and west of the C., B. & Q. I have an opinion as to the fair cash market value of that land shortly before 1900. T think it was worth about $50 an acre. 4483 Cross-Examination by Mr. O’Conor. I am 76 years old. JI am around considerable. In a general way I have been familiar with the lands 10 years, with the lands that Waugh used to farm. I have not been 4484 down to make any particular inspection of it. I am 964 down in the river bottoms almost daily, surely once a week. Just walk around there. I have no particular knowledge as to how many acres were raised from 1890 4485 to 1900. In making my valuation I included the coal. I would put a valuation on the coal of from $30 to $35, and a valuation on the surface of the land at about $15 4486 to $20. I think that is a good fair price for the year 1900. I think maybe it was worth more to a man engaged in mining. I am talking of the fair cash market value. The valuation also applies to the land that lies south and west of the river. I saw that land a short time ago. I seen it perhaps two or three or four times a year. Some of it is good corn raising land. I don’t know how much of it. I don’t know the acreage planted to corn at any 4487 time. The uplands in 1900, good corn land, was worth 4488 from $75 to $150. I don’t think that four crops on the bottoms is as good as five crops on the upland and I don’t think eight crops from the bottom lands would 4489 equal ten crops on the uplands. If the crops were as good for a term of years on the bottoms as on the up- land, I would not place the valuation the same, because of the risk. Locking ahead you wouldn’t see, you don’t 4490 know anything about it. It is hard for me to assume that this land, from 1885 to the year 1900, produced crops that ran in corn from 60 to 8 bushels an acre and the only year that the crop was lost was the flood year of 4491 1892, because I lived there and I don’t think that is a 4492 fact. I did not work the land. I would not swear it was not the fact. I get my idea of values there on the gen- eral proposition there among the farms and the people there that they would rely on two crops sure and pretty near three out of five. Now, that is the way I base my 4493 opinion of its value. I don’t know the bushels raised and I don’t know the years. I don’t know how many erops it actually raised. 969 Re-direct Examination by Mr. Chiperfield. I don’t know of a single farm sold as early as 1900 for $150 an acre. a. eae 7 Nis esa bs ae Defendant rests. a eis eee 7 oe. ar! POs ey SUTAD mh iy - Exh. 290. oF cL ARES BS Pod H it il i c= woh 967 4495 Howarp 8. Hazen, called as a witness in rebuttal by the plaintiff, testifies as follows: Direct Examination by Mr. O’Conor. My name is Howard S. Hazen. I have already testified in this case. I am secretary and general manager of the La Salle County Carbon Coal Company. In the year 1909 I made a commercial report to the R. G. Dunn Com- pany, Chicago, and in that report I placed a valuation upon the various lands we own generally. I included the 4496 land involved in this suit. I placed a valuation of $100. Q. In making up that valuation what did you figure in it, Mr Hazen? Objected to by the defendant. The Court: Itis in the nature of an admission and I suppose both sides have a right to give their version of it. I think J will let him answer this question. A. The basis of valuation included our claim against the Sanitary District for damages. 4498 Cross-Examination by Mr, Chiperfield. This is not an after-thought. That is a forethought. I did put in the coal rights in the same statement. I didn’t put them in at any value. I did not put in 21,000 acres of coal rights at more than $1,000,000. I did not 4500 take any copy of the statement. I don’t remember what the entire assets of the company were figured at. I was not asked the question as to the value of this property when I was testifying on the stand. I did not attempt to testify to it at that time. (Statement to R. G. Dunn Company read to the wit- ness.) Q. Did you make that statement? A. I presume I did. My signature is there. 968 4504 Q. I will ask you whether when you got done with the report didn’t you add this as a postscript: ‘*All bills of every kind are audited and paid about the 20th of each month. No indebtedness of any kind after that date. This information is for your use only and not to be given to the public. We don’t ask much credit and feel like Vanderbilt on a certain occasion.”’ Q. Did you write that? A. I imagine T did. The number of shares of our company is 10,000. 4505 @. Now, did you state at that time in this statement that you were relying on recovery from the Sanitary Dis- trict? AE The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 3, as requested by defendant in its motion at the conclusion of the taking of evidence upon behalf of the plaintiff. Sl The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 4, as requested by the defendant in its motion at the conclusion of the tak- ing of evidence upon behalf of the plaintiff. DESL. The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 5, as requested by the defendant in its motion at the conclusion of the tak- ing of testimony upon behalf of the plaintiff. XV. The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 6, as requested by defendant in its motion at the conclusion of the taking of evidence upon behalf of the plaintiff. XVI. The court erred in refusing to exclude from the evi- 4799 dence in this case Defendant’s Exhibit 7, as requested by the defendant in its motion at the conclusion of the taking of evidence upon behalf of the plaintiff. XVII. The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 8, as requested by the defendant in its motion at the conclusion of the taking of evidence upon behalf of the plaintiff. XVIII. The court erred in refusing to exclude from the evi- dence in this case Defendant’s Exhibit 9, as requested by the defendant in its motion at the conclusion of the taking of evidence upon behalf of the plaintiff. XIX. The court erred in refusing at the close of plaintiff’s ease to grant the several motions made by defendant to exclude the testimony specified from the consideration of the jury. 1059 XX, The court erred in denying the motion of the defend- ant at the close of the plaintiff’s case, to strike from the record the testimony of the following witnesses, viz. : Joseph Grainer, Henry Rean, Henry Myer, Charles Mudge, Ed Pyka, Charles Castendyck, Otto Halm, Fred A. Mudge, M. J. Charlies, Abram Voorhees and Charles Dooly. XXI. The court erred in denying the motion of the defend- ant made at the conclusion of plaintiff’s case, to strike 4800 from the record the testimony of the various witnesses specified, with reference to the overflow of plaintiff’s premises, injury to, condition of, or value of crops there- on, or to the use said premises were put since January 17, 1900. XXIT. The court erred in denying the motion of the defend- ant at the conclusion of the plaintiff’s case, to strike from the record the testimony of the various witnesses speci- fied, with reference to any injury to crops upon the prem- ises claimed by plaintiff for the years 1902 to 1912 (both inclusive). XXIII. The court erred in granting the motion of plaintiff to strike from the declaration certain lands specified m said motion, without requiring amendment of the dec- laration to correspond accordingly. XXIV. The court erred in permitting plaintiff to enter a dis- claimer as to certain lands described in the plaintiff’s declaration. 1060 XXV. The court erred in denying the motion of defendant to exclude at the close of plaintiff’s case the testimony of certain witnesses specified therein, for the reason that the same constituted a variance between the allegations of the declaration and the proof. XXVI. The court erred in submitting to the jury the issues in the case without requiring plaintiff to amend the dec- 4801 laration and eliminate therefrom the real estate which was excluded by the court from the consideration of the jury, or by the voluntary act of the plaintiff is disclaim- ing as to said real estate. XXVII. The court erred at the conclusion of the plaintiff’s case in denying the motion of the defendant to instruct the jury to find the defendant not guilty, under the first count of the declaration. XXVIII. The court erred at the conclusion of the plaintiff’s case in denying the motion of the defendant to instruct the jury to find the defendant not guilty under the sec- ond count of the declaration. X XIX. The court erred at the conclusion of the plaintiff’s case in denying the motion of the defendant to instruct the jury to find the defendant not guilty under the third count of the declaration. The court erred at the conelusion of the taking of tes- timony upen behalf of the plaintiff, in denyng the mo- tion of the defendant to instruct the jury to return a verdict finding the defendant not guilty. XXXII. The court erred in refusing to sustain objections of the defendant to improper remarks of counsel for plaintiff made in its opening statement, to the refusal of which the defendant duly excepted. 4802 XXXII. The court erred in sustaining objections of the plain- tiff to certain parts of the opening statement made by counsel for the defendant. XXXITT. The court erred in failing to sustain the objection of defendant to the improper conduct of plaintiff’s counsel while defendant’s opening statement was being made to the jury. XXXIV, The conduct of counsel for plaintiff in the hearing and presence of the jury was improper and duly excepted to by the defendant. XXXV. The counsel for plaintiff made improper remarks dur- ing the trial in the presence of the jury, which was duly | objected to by the defendant. 1062 XXXVI. The closing argument of counsel for the plaintiff was improper, in the particulars objected to by defendant. XXXVII. The conduct of plaintiff’s counsel, with reference to the jury, was improper. NED. HAL The conduct of the jury was improper. OOS, The court erred in refusing to hear the reasonable ar- eument of counsel for the defendant upon matters of law involved in the suit, when requested by counsel to 4803 do so, and in arbitrarily refusing leave to counsel for the defendant to present such argument. XL. The court erred in refusing to allow proof of the sev- eral offers of proof made by the defendant upon the trial. las The court erred in refusing to sustain objections inter- posed by defendant to questions and answers specified in the depositions read on the trial. SAAB ARE The court erred in admitting in evidence, over the ob- jection of defendant, the various exhibits referred to in the depositions read on the trial. 4804 1063 DOS Le The court erred in striking from the record, over the objection of defendant, portions of the testimony con- tained in the answer of witnesses being examined by the defendant. Olay. The court erred in refusing to grant the motions of the defendant to strike from the record certain portions of the answers of witnesses being examined by the plain- tiff. XLV. The court erred in adopting on the trial an improper rule as to measure of damages, over the objection of the defendant. XLVI. The court erred in restricting proof as to conditions affecting lands described in declaration to period sub- sequent to January 1, 1883, of its own motion. XLVILI. The court erred in denying to the defendant the right to prove the fair cash market value of the premises de- seribed in the declaration at the time of the trial. XLVI. The court erred in refusing to admit as evidence the eharter of the plaintiff corporation, offered by the de- fendant. 1064 XLIx. The court erred in allowing the witness Hazen, over the objection of the defendant, to testify as to his mental processes in reaching a conclusion as to the value of the lands referred to in the statement made to R. G. Dun & Company by the witness. 1G; The court erred in allowing the witnesses for the plain- tiff, in giving an opinion as to the fair cash market value of the real estate described in the declaration, to take into consideration matters known only to themselves, ex- isting up to the time of the trial, and concerning which there was no testimony in the record. LI. The plaintiff failed to prove ownership of the real estate described in its declaration. LIT. The court erred at the conclusion of the taking of tes- timony on the trial, in denying the motion of the defend- ant to instruct the jury under the first count of the dec- laration to return a verdict of not guilty. LIL. The court erred at the conclusion of the taking of tes- 4805 timony on the trial, in denying the motion of the de- fendant to instruct the jury under the second count of the declaration to return a verdict of not guilty. 1065 LIV. The court erred at the conclusion of the taking of tes- timony on the trial, in denying the motion of the defend- ant to instruct the jury under the third count of the dec- laration to return a verdict of not guilty. LV. The court erred at the conclusion of the taking of tes- mony on the trial, in denying the motion of the defend- ant to instruct the jury to return a verdict finding the defendant not guilty. LVI. The court erred in giving to the jury instructions num- bered 1 to 20 (both inclusive), requested on the part of the plaintiff. LVI. The court erred in refusing to give to the jury instruc- tions numbered 45 to 80 (both inclusive), requested on behalf of the defendant. LVIII. The damages awarded by the jury are excessive, and a result of passion and prejudice upon the part of the jury. LIX. The verdict of the jury is contrary to the law and the evidence. LX. The verdict of the jury is contrary to the evidence. LXI. The verdict of the jury is contrary to the law. 1066 1b P.G bt: The court erred in improperly instructing the jury as to the form of a verdict finding for the plaintiff. LXIIl. Improper remarks made by the court during the trial and in the presence and hearing of the jury and duly ex- cepted to by the defendant. LXIV. The court erred in denying the motion of the defend- ant to exclude the deposition of the witness E. L. Cooley. LXV. The court erred in overruling the motion of the de- fendant to strike from the record the testimony of the witness, Ii. L. Cooley, respecting matters covered by his deposition read upon the trial. LXVI. The court erred in overruling the motion of defendant to exclude from the consideration of the jury various tracts of real estate claimed by the plaintiff and specified in said motion. LXVII. The jury were improperly allowed to separate after the cause was submitted to them for decision and before the verdict herein was presented to the court, 1067 4807 LXVITI. The court improperly permitted the witness, Hazen, to alter and change the effect of the statement made by him on behalf of the plaintiff in this ease to R. G. Dun & Company by stating to the jury what was his secret in- tention and undisclosed meaning at the time he so made said statement, thus changing the effect of said statement by the undisclosed mental reservation of said Hazen at said time. LXIX. The court erred in allowing the several witnesses for plaintiff to testify over the objection of the defendant to the fair cash market value of the surface only of the real estate claimed by plaintiff, instead of stating an opinion as to the fair cash market value of the entire estate de- seribed in plaintiff’s declaration. THE Santrary District or CuHicaco, By CHIPERFIELD & CHIPERFIELD, Its Attorneys. Endorsed upon the back as follows: BEN ORE Pe Common Law Chancery. State of Illi- nois, La Salle County. In Circuit Court. October Term, A. D. 1912. La Salle County Carbon Coal Company vs. The Sanitary District of Chicago. Motion of defendant for a new trial. Chiperfield & Chiperfield, Attorneys at Law and Solicitors:in Chancery, Canton, Fulton County, Illinois. For Defendant.’’ Bull of exceptions. Proceedings had in said court on January 4, 1913, in the cause of La Salle County Carbon Coal Company vs. Sanitary District of Chicago, before the Honorable Sam- uel C, Stough, judge of said court. 1068-69-70-71 4808 Motion by defendant for leave to withdraw motion for new trial in order to enter a motion for judgment non obstanti veridicto. Motion allowed. Motion by defendant for judgment notwithstanding the verdict in the case. Motion overruled by the court. To which ruling the defendant then and there. excepted. Motion to set aside verdict in said cause and for a new trial. The Courr: The motion for a new trial is overruled. To which ruling of the court the defendant, by its attorney, then and there duly excepted. Motion in arrest of judgment. Motion in arrest of judgment overruled, to which rul- 4813 ing the defendant then and there excepted. Mr. Duncan: At the trial we introduced a notice served upon the District as a foundation for a claim on the part of the plaintiff for attorneys’ fees. We desire to have that disposed of before the order for appeal is entered. ‘ Mr. CuiperFieLp: As I told you, Mr. Duncan, in the other room, the first suggestion I have had that a ques- tion of that sort would come up was perhaps ten minutes ago. We are not prepared. It may be set down and we will come here at that time and dispose of this motion. Mr. Duncan: I would like to have the matter set for some day next week. The Court: Does it have to be disposed of before the appeal is heard? Mr. Duncan: I think, your Honor, it ought to be a part of the same judgment. 4814 Mr. Currrrriryp: It is entirely separate and distinct and so held that they are not related and that an appeal may be taken from one without the other. 1072 Mr. Duncan: I think that is true. The language of the statute upon that subject is in these words, ‘‘ And in case judgment is rendered against such District for dam- age, the plaintiff shall also recover his reasonable attor- neys’ fees to be taxed as costs of suit.”’ Mr. O’Conor: It is customary to take it up at this time. Mr. O’Donnett: If your Honor please, attorneys’ fees are taxed as costs by the court on the hearing of the motion. The rule is invariable that an appeal, if per- | fected, takes up the case, and takes it entirely out of this court and into the Supreme Court. As soon as the ap- peal is perfected, the case is then out of this court, and, therefore, before the appeal is even allowed the attor- neys’ fees should be taxed. Mr. Currerrietp: I do not care whether judgment is entered today or not, but we are certainly not ready to take up the question of the taxation of attorneys’ fees 4815 without having some notice of that matter. We want to have a reasonable time in which to prepare. I don’t know what these gentlemen ask in the way of attorneys’ fees, but we anticipate it will be a sufficient amount to re- quire some preparation. The Courr: I will enter our motion to tax the attor- neys’ fees. I will set it for Saturday morning at ten o’clock. e Mr. Curperrietp: I want the record to show that the judgment is entered now. The Court: I will enter judgment if there is no ob- jection to it. I am not informed as to the procedure in the taxation of attorneys’ fees. Mr. Duncan: In order that there may be no question here, I think the entry of judgment should wait until the 4816 matter of attorneys’ fees is settled. The Court: The motion for a new trial will be over- 1073 ruled, and the motion in arrest of judgment overruled. I will let it stand that way. Mr. Cuiperriryp: We want the record to show, which I think it does already, that we preserve an exception to the overruling of the motion to enter a judgment, not- withstanding the verdict, for the defendant. The Court: Yes. Mr. CuriperFrieLp: I want the record also to show that we now except to the ruling of the court in overruling the motion for a new trial and also to the ruling of the court in overruling the motion in arrest of judgment. The Court: Yes. : 4817 Motion by defendant for rule on the plaintiff to furnish a bill of particulars as to the amounts and items which compose application for taxation of solicitors’ fees. 4818 The Courr: I think I will enter a rule on the plain- tiff to file a bill of particulars. 4819 Plaintiff ruled to file bill of particulars by Tuesday morning next. Further proceedings postponed until Saturday morn- ing, January 11; 1913. 4820 Hearing on motion of plaintiff for allowance of at- torneys’ fees and taxation of the same as costs in said court, before the Honorable Samuel C. Stough, judge of said court, in which the following proceedings were had. 4821 Mr. Curprrriztp: Now in this matter a purported bill of particulars has been filed which is as limited in details as it is large in assurance of the amount of fees demand- ed. We know what work was done in court and there is a trifle of $7,000 demanded in the way of fees. It may be an insignificant item as compared with the ad damnum in the main case. In a very general way a statement is made of what work was done outside of court. JI am not prepared to go into the hearing in this case or to pro- duce our proofs until a bill of particulars is filed that 1074 will show the number of days that it is contended was occupied out of court, and the kind of work that was done on those days, and the days that were devoted to the preparation of this case. If this were a bill that was sub- mitted to an ordinary client by his own counsel he would be entitled to at least that much, and how much more true is it when it is a bill submitted to an adverse party on which they are called to come into court to make their defense and show why the compensation demanded should not be allowed. And it gives us absolutely no basis to prepare for this hearing and we are not ready until a more specific bill of particulars is filed, and we wish to make a motion to require the plaintiff to file a more par- ticular bill of particulars, a more specific bill of particu- lars setting forth the services that were rendered in de- tail instead of in a general manner. 4822 And in that same connection we wish to enter a mo- tion for a continuance in this hearing until such specific statement is made and time given us to prepare to meet it. Here is a general shot gun charge filed in this case in what is the center of attraction for the opposition, $7,000, saying that they have filed a declaration. We know they did. Saying that they interviewed witnesses; we presume that is true. Saying that they prepared for trial; possibly that may be so. But the time that is employed in the preparation for trial, these other matters in detail or any detail, anything that approaches detail is not given, and I submit to your Honor how is it possible for the defendant in this case to prepare for a hearing without having some basis on which to prepare. And so‘we wish to submit both of those motions. Mr. O’Donnett: If the court please, as I understand Mr. Chiperfield he concedes that the character of the work performed is fully set forth in the bill. Mr. CurperrieLp: What is that? 1075 Mr. O’Donnetu: Is fully set forth in the bill of par- ticulars. Mr. CuiperFIELD: Then I fail to make myself under- stood. Mr. O’DonnetL: Well, I understand and we will 4823 Mr. Cuiperristp: I don’t care how counsel under- stood me, all I want is that I make my meaning plain to the court. Mr. O’Donneti: I understood you to say that it set forth the preparation of the case, filing of the declaration, interviewing of witnesses, preparing for trial and you had a suspicion that we might have prepared for trial, and the work done in court and that that was very forci- bly set forth. No greater particularity can be obtained in this case unless in the language of the authors you ‘‘nlead your evidence.’’ The work necessarily does not depend upon the actual number of days that were de- voted to the proof or what kind of work was done, and if the bill of particulars is to be more specific than the one on file here it will have to specify the number of hours devoted to each witness, the number of witnesses inter- viewed, and the places we walked about the land and the importance of the issues that we were handling and the questions of law pertaining to them. This would be a perfectly good bill of particulars if rendered to a client, and if it is good enough for a client it is good enough for the purpose of this motion. There is no lack of particularity in it that would de- ceive a lawyer or the Sanitary District, which is the great- est machine in IJlinois, to prepare for trial; it knows some- thing about the case. We have devoted time to the prep- aration of the case and Mr. Chiperfield has, and we have done the best we could. 4824 Mr. CurperrreLpD: You haven’t done very much. Mr. O’Donnett: We have set out the facts as well as 1076 we could and that is all that could be done in the case. I doubt whether a bill of particulars was necessary. It is not a matter of right in this case to have a bill of par- ticulars at all. The court entered the rule in its discre- tion in order to aid in the investigation of the matter. Now Mr. Chiperfield in his address to the court has not said one word pointing out—has not advanced one point wherein he could not prepare for trial on this bill of par- ticulars. We would have to prove the preparation, we weuld have to prove the filing of papers, we would have to prove the argument of demurrers, we would have to prove the argument of defenses alleged and the defenses claimed, we would have to prove the amendments, we would have to prove the interviewing of witnesses, but it would be hardly expected that we would hold a watch on ourselves, and aside from the itemization of hours and minutes the bill of particulars in my judgment is par- ticularly sufficient in this case. | Mr. CurperFIELD: I want to call your Honor’s atten- tion to the bill of particulars that has been filed. There isn’t a thing in this bill of particulars that adds one sin- _ gle scintilla of information to the general charge that these gentlemen, some of them coming in at the division of the raiment, these gentlemen have furnished such valuable 4825 service that they appear only when the raiment is to be torn up. They are all here, And there is nothing in the bill of particulars that in any way affords us any light on this subject. Mr. Duncan: I don’t think, if the court please, that we, who have lived here all our lives are compelled to sit silent under the imputations brought forth here by. this stranger that comes to us Mr. CurperFieLD: You have an advantage perhaps over the stranger. Mr. Duncan: No, we haven’t any advantage. 1077 Mr. CurperFieLp: Haven’t you? Mr. Duncan: We are here to protect the interests of our client—— Mr. CxHiperFigeLp: You haven’t shown much interest in it until now. Mr. Duncan: Now we are not going to sit here and listen to the abuse of this man in the presence of the court, or otherwise. We are not here for the purpose of attending the division of the spoils; we have a client in this case, if the court please, that is amply responsible and who is required to pay us our fees, from whom we will collect our fees whether the court allows us any- thing—allows us anything in this motion or not. We are not looking to Mr. Chiperfield nor to this organization that he represents in Chicago for our money. We have 4728 earned our money, we have earned it with good hard work and we expect the client to pay us. We are not here expecting any charity at his hand or at his client’s hand. Nor does the sneering of the gentleman, if he can be so called, add anything to the force of what he says. Mr. CurperrieLp: The recent convert is always the most enthusiastic. This is the important gentleman’s first appearance in the case. Mr. Duncan: I have been in this case from its incep- tion and he knows it. Mr. CurperrieLp: He was a stranger to the court room and all that transpired. The Court: I wish you would read this to me. I start- ed to read it a number of times here, but I did not get very far. Mr. CurprerFretp (reading): ‘‘The plaintiff claims at- torneys’ fees for services performed by attorneys em- ployed by it, at, in and about the preparation and trial of said cause, to-wit: The attorneys employed by the plaintiff were Duncan, Doyle & O’Conor, J. L. O’Donnell 1078 and A. K. Butters, and the services performed by them were consultations with officers of the plaintiff; prepara- tion and service of notice under Section 19, or the Sani- tary District Act upon one of the trustees of the defend- ant; preparation of declaration and commencing of suit; services in court in and about argument of demurrers, 4789 motions for continuance, motion for change of venue and attention to the case in the Circuit Court of La Salle County from 1905 to the date of trial; services of attor- neys in examining the lands described in the declaration and preparing the evidence and consulting with wit- nesses; and examination of all questions of law arising before and during the trial and for trial of the cause in the Cireuit Court of La Salle County before the court and a jury, and preparing for and attending the hearing on motion for new trial, $7,000.’’ That is 20 per cent. The Court: It states about everything that is usually charged for in a law suit, but it is unlike the usual bill in having the price attached to each item. Otherwise I don’t know but what it is sufficient to notify the other side what services they rendered about a law suit. Or- dinarily they would state examining the law so much, so many days in court so much. The only variance that I see from the ordinary bill of particulars for lawyers’ fees is the separate charge for different services. 4830 Mr. Currerrietp: Yes, your Honor. It is quite a con- siderable amount. It is about once and a half as much as the niggardly State of Illinois gives to the circuit judge sitting a whole year. It is not a mere bag-a-telle, it is rather a decent amount. The Court: Well, I am not certain that a bill of par- ticulars is required, but I thought it was fair that they should state what their services were in a general way, 1079 so I ordered it. But I think I will overrule your motion and give you one more exception before the case is over. 4831 To which ruling of the court the defendant duly excepted. Mr. CuiperrreLp: Before we proceed—that also ap- plies to the motion for a continuance? The Court: Yes, your motion. Mr. Cuiperrietp: And also an exception to that. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Cureerrietp: Before we proceed any further in the matter of the taxation of the attorneys’ fees, we want to have judgment entered in this case as the next step that is taken. Until judgment is entered, this and no other court has any right to determine upon the ques- tion of fees. The Court: I will pass that question up to the at- torneys on the other side. I haven’t considered it. Mr. Duncan: The hearing on the question or motion for the fixing of attorneys’ fees, it seems to us, should be had so the court may enter the judgment against the de- fendant for the amount of the verdict and enter his judg- 4832 ment as to the cost, fixing the amount of the attorneys’ fees as costs. The Courr: Do you object to the entry of judgment before the evidence for attorneys’ fees is heard? Mr. Duncan: Yes, your Honor. The Courr: Well, I will sustain the objection and ex- ception by defendant. Mr. Cutprrrretp: And we except. To which ruling of the court the defendant, by its counsel, then and there duly excepted. Mr. Cureerrietp: Now, if your Honor please, we pro- test against being required to appear upon the question of the taxation of any costs in this case until a judgment 1080 has been entered against one of the parties to this suit upon which costs can be predicated. Your Honor knows absolutely that costs can only be predicated upon a judg- ment and that it is a step that is taken after judgment only when it is against the unsuccessful party. And the statute in this case, Section 19, specifically requires the judgment to precede the taxation of the costs. Mr. Duncan: Representing the plaintiff, if the court please, we feel that it is immaterial insofar as whether or not the judgment on the verdict is entered before the 4833 amount of attorneys’ fees is fixed. The statute reads that in the event that the plaintiff secures a judgment for damages, the court shall enter judgment for the attor- neys’ fees for plaintiff. Mr. Currrrrimetp: The statute does not so read. The statute reads: ‘‘And in case judgment is rendered against such District for damage, the plaintiff shall also recover his reasonable fees to be taxed as costs of suit.’’ The condition precedent is the rendition of judgment. The Court: Do you want to proceed with the hearing of the evidence respecting the attorneys’ fees now or after judgment is rendered? Mr. O’Donnett: We would think the proper way would be to hear the evidence on the question of the attorneys’ fees and then after that is done the court can—— : The Courr: Well, Mr. Chiperfield’s objection is over- ruled. Call your witnesses. 4834 To which ruling of the court the defendant, by its | counsel, then and there duly excepted. Mr. CureerFietp: Let me suggest, your Honor, that we want to make a separate bill of exceptions in this mat- ter. At least we are going to tender a separate bill, and so there may be no question as to the chronology of things we want it to appear that this hearing is held be- 1081 fore the entry of judgment in this case, and that the de- fendant protests against being required to proceed with the hearing in this case until judgment has been rendered, and only proceeds in this hearing because required so to do by the court. The Courr: The record may show that. Mr. CHIPERFIELD: All right. (Thereupon seven witnesses were sworn.) 4835 James L. O’DonNELL, a witness for the plaintiff, being sworn, testifies as follows: Direct Examination. My name is James L. O’Donnell; I reside in Joliet, Will County, Illinois. I am sixty-three years old. Law- yer by profession and have been practicing continuously since 1874. Have lived continuously in Joliet since said time. Have been engaged in the general practice of law, 4836 but not in La Salle County to any great extent. Have attended to a few matters, equity matters and one or two common law cases only. During a portion of the time Will and La Salle Counties were in the same judicial district, but am unable to say how long. Am acquainted with the officers of the plaintiff; was employed in this suit by its president in 1904, in re- 4837 sponse to a letter from Mr. Wyeth requesting me to call upon him. Mr. CurprrFieLtp: I object, the letter will be the best evidence. The Court: I will let that stand. 4838 To which ruling of the court the defendant, by its counsel, then and there duly excepted. 4839 Mr. Cuiperriexp: Will your Honor rule concerning exceptions that they apply to each and all, that the ex- 1082 ceptions apply to all objections if desired? May that be understood? The Court: Every adverse ruling will have its ex- ception. The Witness (continuing): I went to Chicago and spent the afternoon with Mr. Wyeth consulting with him about the question of recovery of damages in behalf of the plaintiff for overflow of lands described in the decla- ration in this case.

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" ae , 4 4 * ene f 68 ‘vol, ; 7 ey H we £ ahs 9 toed OF Vk? ; » Wee x J 4% b> ent wee ii a ik “) : * f a: i ‘ ‘ ‘| : ; By (RU ase Rr pet ; ; ' iy { ys yl 1 « : © ta te 4 bid a : mt ; J ‘ k aw ar . , _ 4 \ fae é w i n Pate. 4 y oe ‘ * ‘ ate se ho ey ee PY { ra s a 4 ~~ Pee Ny ’ eo ee eee a, ‘fae 4 s WI id » ; , ae s My ke EG ae : : ie tr 173. . 5 han Nate me Rk hee we : - ry , uy bs Ji ene ° + Tae % r ae ; C Fee S| G ; , Reale. rae A eee at E ; ~ ‘ " “ ‘ : 5 i at's ve ee nf a : y ¢ 1 * 7 x . ? > Saale Pr lhe ial ea oy TT PY ‘ s er J i ‘ : i Tee v4 ot ee 4 oes ee be < = x as t é- 4; hd oh ge] ) Fs 5 ; Pica | o% * A ae ; y ’ a os ; s z. . ae a ; ae : ; s} Gy Fe. 5 i . i" - éy i“ a. - - : t f f * a Ja * = : roa { , ” , ‘ 4 my i” ¥ « w +> a i ’ : i & <0 ts i- ase TK. eak Pee os ie a | : j ‘ he $ a6. 228 - ‘ee “> * > s ¢; 4 Z > ‘ te ASAP * : 44\ rs; time of day, not given; eleva . B. Duis from Illinois canal commissioner: . ied by F gauge reader, not given; cop: 1876. in charge of Illinois canal and Des Plaines rivers, Winois—Continued. ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Continued. ANOS Mi WATERWAY, LOCKPORT TO ST. LOUIS, ETC. , Lock 15 -24; Gauge readings, 430.2 Location of ga tion of zero, report for 1877-78.] [ H. Doc. 263, 59-1 oe ee ivan hegre mere or se am ee ee ee ee ee ek fc 8 8 se ee 8 oe tit. on ee a re! ee ee ere ee ee es oe ee b> § 7 23.4 Bee 6. 2 -O £-ws. 4.3 F o- 8. # et a et 3 . . ’ . . . ’ * . , . ; ‘ , . . ; : * . : . - . ’ zs . e 2 o 3 < ; r4 ; M ; : . “ n “ , : . y : - : . ’ , ’ . . : . > ; . ’ ; > & ; ; ; ; 2 : : ; . ; . , ‘ ‘ ; , , . . ; ; M ; . ; : . . Zo Q x , . > * te . ’ ’ ] * . Y . ’ . ’ . ahaa ; a ; ’ ; : ; * , ; — . J J e ES ae +9 ’ . oe Res ‘ ’ ’ | 8 ke . J +=" Paes s ,. . . MS ES a SR Ae ie. , ‘ ’ . . ptt , .f - *s. = RS SHOAINAAA HO rINeDODEDEDOD FF | ae eee a aS x SOO GOSCHANHHRORHMOOOSW WME ONMMMAOM ; ted . 4 ; ; : : : : > ae ; , , . ' ' ; . e . ‘ ,. » ‘ x ‘ is —_ ee ——— o°e ; aS a ee needa ase Z | $20.00 00) 0 EO A LO tt et tt tt td AS ~ ~ SYOSOOSOAAAT MAMMA HMDS HH HMw _ ~~ = ~ ‘= Lie - Ne ae a a re ee = = = ae Se acm pecans — et at a ’ °o 4 : re ee cations aeebeenaemeemeane eaeiee : ~ 3 {oeoerroene conser sonanseeaeas | : ‘ ak e on” a ESS GES +. ae Be ee et eee eles =i Pe A ES EDS NRE Pee oe OR ims Pe . s HOA OSOORE EDSON HOCSGR ONE tORAAAM te) . ; $2 SSIS. .00 00 00 00 00 00 0 G0 00 90.40 00.90 GO I Be Pe Be Be RS a » | § a 2 wo | gaa J = \ ee ee eS oa E- TS ggg tt EERE gt gt gt ge Tan) Ry n . eee renee ne eee 88 wa ee M31 Ot OE Mt OO HOR Wry 00.69 00.0010 ge Pas ePIS CHDOMMOBHORHONMMMHMSSSSOSOSS 3 ; : ao 2 eatsass2sssan BA SSSSAAAWDHMENOOO o E eo B= © OO 00 00 00 00 00 00. he Be Be 0 60 10 19 19 1010 19 19 1D ESE tt \ mb , : : eR eee oy TENE — . Be eS ee te a C= be ROSCMSAMMBHSHARMOOHNNOOSMAMHENS ’ a a3 ¢ gather ee rir be Seer ee : . o's em ® . sa} Lar) Z~ . a ’ ‘ : AMA HOM GOOCH TH HOOHHOGHOMBONMS # . tH - es > s pec a tee ae Ae i s bath Recta: ~ coeliac tiene” pila tliat nathan elect re Ry Fit iS ears ° ie ae cane ae a ae Te Ve oe . Bo . J ’ ‘ . J , . ' 5 SARA: nw aS en la ne au OES ae” Tae Re ed te taal lh ead — heath Patt heath MOO srr eras Origin : Ot HOD OANA RA : o a eis tp OU ee. ee : a, REE SS Seas As sate Seer ; - na : : : - : : , : : a : : ; : 4 2 . : : ’ : 2 z . , . . . 4 . me . . . ’ . . . + ’ ‘ ’ ’ ’ ’ . ’ ’ ‘ . . ‘ ’ ’ ‘ ’ — Ke OR ay ee ee ee eae ee Se Sr en ae . ere =2 es s : te pi Lena TaTN acts MARLEE Ss LeeLee Ee pee! eee : a an ae on- S SS! BAe Ge a ea ; : ; ' ; ; 5 ; 4 3 a s 2 3 ee ne ee ee ee DS ee Aces ; Coe ca ae Sa i 2 ie ee - vs SSR SEES Se Se ooo eee eee 8 bo oie dee SESRREBSP ERS RGhs SRSEMS OF. » ‘ ’ aoe {Se - aw eee CO YE & OF? eS eee ee ee) |e ‘ ' ' ' ‘ ‘ ’ ‘ ' ‘ ‘ aA oe , ‘ ’ ‘ . ' ‘ : >. 2...) hh. @- &£ 7 , . ‘ ’ , . ’ . oe a as ee Sk eR UP Ue eS 7.3. S88 = J ’ ’ ’ J ’ ’ ’ ' , amt . , ’ J ’ J . ‘ ; ’ - ; ; — : SD CS SESE SER ee oar gS Ee et See aaa a ee ea ay ee nt ee cod. 4S Seba eg rato tase a 2 Ok caruies tn Seti g | at: Pee cere See eee SS alee, Cee : : : : : : : : r . . A : : : : . , : ‘ : i , ° ‘ ’ r § 5 Ry, , ‘ ’ ’ ‘ ’ ’ ‘ . ‘ . * : , , . ‘ ‘ ’ , , ’ ‘ | we. EOS Sa MNS Me IE. s e : . ’ 7% d ‘ . eal ge a ees Fee oe ee ee ‘ . , e . -. «£5 (FP wee SS oe OF Po: Cs RE RRS PSS ES Se eS et eB ee ee re ee ets A Sb ee se ve 8 ee ens a ars a a = eee x oe 8 wa ‘"a~s'-t Bp Be ‘ aR Ma patie” Bg cia ee ° e eS a = coh ea Be ae ie 2 ee ee o @.0.-6 -¢ eRe = ‘ ° 4 Se eal Ge es Oe ee ee . 49> 07-33-44" « Re eek ea : ee ie FA PS DOORN, BRS ee Ss hte eee 8 i: Peed q et) i a a i oe oe Sn Pe om “it ee” Tay te ok G £ oe ee ee = : &, ; . 4 : ’ : : : - : : : : ; - - = o%, ee eee o ’ . . Sot | Lar) : +S : ; . : . B |< ; : ; F ; ; , : ; : “ : ; - ; ; : ; ; : | 3 ; Se? Se Re Se a ae a-oe Berta ee esas ott se fe Ae eee de Ae ees > EA eth, Saal state Fre ei gee) FP] ice eo ee koe SBS Pe CERES aS HOCH ORDOCHAMHHOR DOO on itmiba cet” 4) Sl ad we Unease eee he Le Pi : . ' : , a, ; ote a9 os - = rT im "SSS eesn es. A ANOCBOM OSSIAN MIONOGS IAS MEEK ESS 29 _* ? ‘ ‘ » OS SF. : <9 ee ot ys . uf ae Syl ease a %, bores Sh es 2 eee ce | La > " age tay She "tes as Pa ie) d kee aD | Y: i v ad “ my 4 fet Libre oS ; é > ' 4 - et a ; . 7 i ae 4 > ; : ¢ , = a aie wat ; f | ; . - - “a Pa ? ws ‘s ve. A»! a iMickeoe one ba aa é ra. i il a”, ih ‘ Wop | oA Mina Mule Nh ee a i able: pe ee : . ¥ ‘ - ‘at +) c ¢ a. ye ‘. ‘ +' a * 1 : ae Mae mt ‘ < Va j eee Mie . . 1 e a ' i “ ; = x j ., : ; \ i ‘ ‘ * ) ib ae 5 : ” (2% ihe (fess aithn cote © ] ; i 5 4 ; A -" P 4 ak ce td : HT. pry Fp ; car . ie! 3 i as ee echgee 7 ee Wty Boh ye 4. a, -¢ ; 7 ed ¢ "| Seam ty a P t ne ar , a> Coes ‘ * w ’ 4 *. ie it ; ove Piet . "id: eae ‘ . é y ‘ 1 ale er 4 ‘Sf : wy be Ee FAL i Mee fn nTe: aa gD 8 aD Lee - a ee n 4 5 M - lp ve, » “3 ni; : ; i bat 4 - , . = ° 4 o Sta . iy * " . o 4 7 y ¥ ge ay e * * . a = vie Lode Re fet Ro ’ im) LU rf i. : - St Oe, a i 4 “sf ha? ge Veg , 2 a A th. bh 4 - Ss isf3 . * 7 — , Vy 17 if ? ew 4 y : ’ ’ Pet j att 1 gna ae? ease” an my hey ee ane cee, Ga pir ede vies oe a ee ae ee > ENT £ ee te Lalas x * ; elt Maer ae DE ctkthenc, aasiakenaneeral ‘ 4 * ai ey O& ale en baie hess IGP A Lara eee al i ee, yr ae Peo Gee aoe “ps de) Sl BE Ral age Me « ae Sdite Bee et a al rae Jame vl d , MIF Mek + wet a rg ood tree dbs oe re) Cent ’ by J : = 3 eyed ’ ty be aw ; Bi WR: Oe Baa . . iJ = te y 7 oe % ae 3 ral . he 2 r r guy ¥ ; '* mtg) '¢ Vi ‘ Se, ker ee RS : f = bo Pre, Pe . m4 a "sg Ye Sa ; , war) sate © aS * Se fu 7 , ‘aie ‘ ior Ol " iy * Ae it . ee 3 qu WATERWAY, (revit readings, Mlinois and Des Plaines rivers, Ilingis Continued. ILiLINOTs * Lock 14: AND MICHIGAN LOCKPORT TO ST. LOUIS, ETC. ‘ANAL. DABADILE, 128A: ISS. —Continued. d [Lecaution of gauge, in charge of United States Engineer “ ‘partment; time of day, 7. mi. : level Ole oTo, 443.907 gunge reader, Lowis Cook: c@pied by F. B. Duis from cards in U nited one C1ge raion at Citeags, Il.) : ‘ - a. Lu by Mar. \pr. May. June: | Jay. Allg. | Bépt. Oct. Novy. Dee, @ . ¢ OP. GEM Fh Ohne, oF eA es > ake abba SN aUe ao Ati oe ai ga 4.8 OS 0.9 Ree | BE hata Ho dasa x Vase goths pn ¥aiex af Ode WO ah daw Apis RE eek ME ceed 3.1 By 1.0 A kets ed : La SID ads peed ee) RU ee | Um Pe) ceReA SS Parte MENS Ney oy Me AC bay 3.4 65. 1.2 ye att AF a EES CORE iy | © Ry enue arta aeyaen (0 ee NY vertices ONL 5.0 6 Rr aes AP eid keke | ‘ MBG CEs boc SO eE is oul did eun. | Like ieee eee eels RUE A oy ak a LY2) hace ont owen ty Bxih sD Le Eh catgh athens ot we ‘ RAE SONG Eka Hpters ons fe bs eh RG Mice ee es: yy ] .&- .4 Lie ides cealeeee: Mh ate Teil to i GET Die hae Al 4 ale ov Sek ally a Sky Voie tata Eee aS oot L.6 ae Yet (Bate SLs cin Hote e al ORR NATE UST ie nate nM es Sia A CE ee l.4 25 ep ONCE ee IN SP pe LIESSE! Dan JERE i Be TH Oe UR FR ay: ue VOR eo ee oy on ie el RN Ph eRe Re 1.0 3 OS VN ah oan EGO (ODE ENE AP TaD I Riaee ‘aie ey nie a Lb Og PR hea CN bee NE eI RRO Seon 6. Sula gh Gita - and ne ae denna 8 D ® A ee ee CM UR eee Gee |, Ae) eel ce, Men ia gs Oh) cae TES Mapas E00 4 BGR) ins Deutaa ws obs Mua ee ELON bids x) coylide wdaretuietehs Shaw daens gions’: aa O45 8 REL A whe cdi's tele Rants ets go eee Ri, STE a Ss i Peal Mee ys athe exe o4 On RS Fal hada ea ae eee 1893. (1. ocution of gauge, Lock 15; in charge of Illinois canal commissioners; time of day, noon; elevation 0 ‘ero, 435.36; gauge reader, John Corrigan; copied by O. W. Boers from records in Illinois canal com Missi oners’ office at Lockport, IIl.] Day Jan. .\. Feb. Mar. Apr. | May. | Jume. | July. | Aug. |: Sept. -| Oct, | Nov. | Dec » i Ft. in.’ Ft. in. Ft.in. |) Ft.in. | Ft.in. | Ft. im. | Ft. in. | Ft.in. | Ftin. | Flin. | Ft.in. t Ft. z Lo. Ph PRR, er alge 6. oF. selina de Oui een woe 4 A Oe poe cae ti O PIT Wao ; Fe PASTE 8 airy gd URS Se TERRA A ROR, aS BLES Dp Sa ee Ge ee 1D | OEE Wee 3. 2 Reape, ies eMart RY At Bae A a WES) 1h) 0 eee hie (Bie Bat | Meee CR PRES ee) PINT ES, OE AY FRR aR a ee eh ee AUR ID fii sGs. 1 eae Ween ae 8 a Ph RR RE A PES RP a aE oS 10 10 hy Pe SA re: SA Tae Sig ar dre 7S ly Tia Pi RL Be CLE 10 9 BM ee. ae pe an es. © 1) Rea Ek SIN, HCAS AMER lig Shap) POL! Shih TAR A ay Re ie eae - 10 8 He CB pie ase Fw OB LG) POS “he GRR en Sei ipa. ATER, AMET 1! AND 24 CCRT YT Mi eet ee 1D: bedi oh eee Gian eb Ge “RAL RSE 1 Tee ne Me OES, SAARI 0 IR 10 6 IE PE PS ND 12 SAI BP : (ep Eee SRR eS Eo: 2 10 5 Oy 2 tent. oe: is Eo ee 8 ge 0S ae Bs ieee Reems a es ti Beh me een os ees WP i ae 12) Le Te TUS iae ea Sa ORR nie me SS ¥ lalla Fas 8S 10 8 ee ee iy ie fed Oy © 3 py Ae eee i Ae: Yee a 10 2 se BR le: SA Th ke oe oO: a ee Sf PN PTET eae CERES ORCA dG DR BURR?" 10433 “AP in a ya eas Bi i lt Se es eA LE Tit So ROR FORE OP he 9277 1 Re Rr ye 12s hve Be ese SL TE, (SR Be Oe Cr eres Deane (Oly A ke Dh he ee 1 ODT Pie “VR RR TORN RES, ic MARE s (Pe a CAS Ye sana pT Ab @IOY 10" 0 2)... pO Baie Wa Pes BOG 3 pt elie “NE ROR ate f ie Ra ASE ae Petes 12 8 GES ATC IO. Cer tis es AL 72, SU 1740 Ba... y m4) TD eee Oa Ge 1D. Bi eR Re A teed TE Lie tte ee, 1 ae eR het Pai Oe Dy) Me a Baap oe a NT A eB lees kk 13 1 ? ES ee), BR tp RENT ORE RCH, TE oR ie SS Sa, Be eae Wi CR aa (RGA 23. iS a BR to 8E OB eae ie ed, | Fe Sea ee ee Na RE) UR © ae Oe ES NORE, 2 1 ee 2 Ae a ag ee Ye Re a A TS ied Pe Saat SARE, Rie Ee: 2 0 SE ae ee ee eee 11 11 GUS ALESIS Sol Oanes PCE Sagem Foe sre 1 11 Ue ae eg a 1A is... 27 Hi pian F Ae 11 9 Bay Tider Ge etOlw yay St Bes CE ES ets Set SL CRS Spa fi a eee Bi ay Ce (ge a pe SRE Be ”y 11 6 BRET CER) Ua ase, ae 1 ‘) 11 4 § 10) 10.4 1! 11 i" S 9: 10 3 oa Malone nit i . tne OF itis ne | URTVERSITY Gi Wlektien om \ ah ) * ay ' y ‘e ' ' 2 ' Vana Nn PVN Ae 3 43 ‘ay ma, F ee), ae i , u 4 ' Dane 3 » j area ian ; 1 iy ie WATERWAY, LOCKPORT TO ST. LOUIS, ETO. Gauge readings, Illinois and Des Plaines rivers, Iinois—Continued. ILLINOIS AND MICHIGAN CANAL, LASALLE, ILL.—Continued. | Location of gauge, Lock 15; in charge of Illinois canal commissioners; time of day, 1894. f noon; elevation ot zero, 435.36; gauge reader, John i iairre copied by O. W. Boers from records 1 [llinois canal com-' missioners’ otlice at Lockport, Il.] ifs | | | rf Day Jan. | Feb. _ Mar. | Apr. | May. | June. | July. | Aug. | Sept. | Oct. | Nov. ) Dec, ’ hie! a COLCIER | freee — eS Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft.in.| Ft. in. Ft. in. |Ft.in. j He Rae Ey ie RES RATA) yo | 122) 1 3} 10 2) 10 2) 1 7 ).,...ge FESR Sa AR Rome" ; 14 0 | ie ee | 12 1) 11 4} 10 2) 10 2 i 3 DF lise: fe Tae OR Tees Le caaeekMianaes ES ere 3 6 41 5.45 eS st. 1 we i... 4 io, OB eet Ea FARSI TRE a Bai te a eS eee | Ce oe ae Be ae eae ie ee ee es ee ee ) 2 SRY TRIED Ses ae da 2, ee 12 0} 11 7/ 10 2} 11 0] 1 1] 10 8B)...... Bie le pad ne oth ot ka ne ea | 49 0) 107 4 10. 94 ee Oe I: Ae FM id gies Oaths 3 4s oes 5 ee Mek OO Zhe TT oe ae © ae boa 4 BEEN Pee Be gi. ee ah oh ama at 12°30) Th 8) 1003712 37 We wae. ROT CRT AE ROR MS STN Uae he eee ee LOL S41 10 84012 71 aT We 0)... oo OE EES RRA ERNE DAR Cie SE gt, RSE 11 8| 11 0] 10 4/ 13 6] 1010} 1010).... i, aeartils gine eee ee hee La 6. 8 20°9] 13°1) 0) BR ae 3 © UR ATS Pate Dee ieee We eae 7h RE ek a Mae a sk ee | a 4 MS Hy a AS IAN ee aa he Re Mey: | 11 3}. 10 6|g10 5] 12 1] 10 8] lt 2}...... | RS ia Se el Serial? OO te | 12 8}-.....2. | 3 6 OOO Be Te TEP ee y Wh TS OS Sea eo. Oy Seas ML 40. 6] 10. 6. A Be FPR BL ya bi a ie ae AC CTE ae es: ll 1| 10 6; 10 4] 11°88; 10 7| 11 3|....Ame Cgah Se AAS RES Rah PERE Te cs RRR 1 11 1| 10 6| 10 3] 11 9 | 10 7]. 11 3 ).....B8 1 LSE SIS Seed, Naa ee oe oe ee ie | ie ie eo ie ee ae ee ee ed et ee DE PER SY Sa cies [AB Tales denelng hae OY es aaa | Oi Wen as 6 Sey PC | eee oC | Mee SNe? a ps DRE ony ORE Ae as ere BS. eo a) Oo) We a 6; 10 8 iit ar biden ale x gad BRS aS Fae ieee sey SU aca 9.4 48 5 8 oe SY Bee cia E ROWS “tae ee ka aete a" aE ey ol a BT a bE a eich : BS oioacnttes nthwsgen ais Leo woken Ui Be af ea 32 6 a Ba ee <7 SN, NALS ake TEs eats ee a 11° 94-10 A) ES 6 0 Be Sal ny 8 Se RLS a8 eo 4 1) Bie WO Le ae Ol eco a noe, ee RE ea Te ORS SERS fail 1 Retin M2 10 3 10.1 od) Se Fe ee ; Pik RI ae RARE Pee 1 1 Sy tea 11.3 {10 2140 11 1 4M BE ao ¥ RE PRTG, AES AE Seca OS 1 eae MS}. 10. 2 0) Pe Pe ne oo , ee REPRESS ees WSS pa ay Oe San es ie i ae 10 1| 11 41 0 8 Sime RR . ON GR Reais Feces © A RO? Be Ee i AS Se a) tile Bc Coe ee ae re Ee a pe 8 aR AF ‘ > a ar ek Lag cas SPDR > AP MS be ICE at 2a Tle | Ss 6 Oia eee } / aE a ee +t as 1897. } [L pace 3 . ae one Lock 15; in charge of Illinois canal commissioners; time of day, noon; elevation o/ zero, 435 missioners’ ‘office at Lockport, Ill.] Day, Jan. ; Feb. | Mar Apr. | May. | : j Ft in.| Ft.in:| Ft.in.| Ft.in.| Ft. in. | Sas PROGR, RIC a Paaees 2 OF 46.84 ee Pie ites pt i | 21 0|] 15 6 Ue, SPIRO SES ooo ae pees |} 211] 15 5 She, as ee Ue Orie ah 2010|} 15 4 ES Be aes fat 20 9! 1411! SR eae Fea 20 8| 14 7 i ieh a ves ier abt Pog ae eol 20 6] 14 4 oP Ore eee Sach ea 20 4) 14 0 02" Rin BO ae. Spanos ee OP ss Serj bea OA Stags i= SOAR ES ESET Sees ees. Ri ati Sa 19:10} 18°3 (OR SE VEEN ae eee 19 71 13 Bh a BES era Se re ah ae. he Te Ee tom Cages bap ies ee | Fee Se Bierce ase 1810! 12 4 ON? 5 eae TC AE Oe See yf A Be Shy be | “Be OE BSS ee 18 3]| 11 9 vet UES TASS Cerne IS: OO 4T. 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