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W- O (o 7 3 Iowa State Highway Commission 10-24-34—5M—5048—31955 Form 461 c? O 6"*<S» IOWA STATE HIGHWAY COMMISSION DEPARTMENT OF MATERIALS AND TESTS REPORT OF MATERIAL DEPOSIT INVESTIGATION Sheet of.. With Logs of Test Holes sPr> Addrpss -Location SWj SWj- Hamilton County- Funk Estate Land Owner- Date of Investigation10 /18/37 8 t 88 r 25 r.ivii Twplndependenc* c/o First State Bank, Webster 01 ty Comtemplated for use on Dead Haul Log of Hole Coordinates Percent Passing Prevailing Depth Test Hole No. Feet Surface Elev. Feet to Water Feet Depth Egl+2 LQ26.5 N2Q2 " Tama Chi "800 SW c Polnt-- 81" mile post on Sc N.W. ft. R.0.W N Sk 300 Drner Sec abo.it Ft. E . o f 8- gg-25 Benc 1 Mark- "Tob of "Tama 81 "mil 9 pOSt elevation XOJ5T5TA .T. BiLoxi Max. Size Inches Kind of Material From - Ft. Refe pence JSLJ1 3^5 1C5 l¥75 15.8 16.1 12.0 is.9 20^1 16.1 18.0 18.9 20.3 20.9 22.9 2876" 29a 3Jta I $7i 35»o 15^0 5U1 3?.7 31^L ll±$ 38.1 3**1 a a 1i a ^3 ^£ H^ H 5*L ifcZ 5^ 5Z-& 57-£ 62,3 62.5 6JL^. 6*1.6 bJ^g. leye Medium Hard ss. brown, soft 0^2 sh. gray, soft Is. buff, porous, soft Is. gray, hard Is. buff, medium hard, granular sh. gray, soft ss. sh. ss. ss. gray, gray, gray, gra.yf Is. sh. sh. ls. gray, gray, gray, gray, •0-39.3 &~3J-J0.0 medium soft soft medium soft medium soft, calaarsnua ft. medium hard soft calcareous hard shale Is. gray shaly ls> gray, hard Is. gray, hard with some J3Jhal velnletta amounting to 1'ppthnn 2% Qf total sh. sandy, soft ls. brownj porens, aandy L bard Is. brown, poroug, snndy med hard Is. gray, conglomerate with qnprtz and traces of pyrlte, mftfl. ha-d JUL H*X (-'£-£0.6 SXrQ- a~j2^l. &rQ_, JU6- o^a ft.O £^L fc Is. gray, conglomerate w th thin shale veins Irregularly placed Is. gray, less conglomeratic ^han 2^i- sh. gray, soft 0^0- Estimate: Area- Chief of Party Material Quantity- No. 8 Igjggfgfeg 010 0,0 5^A'-»6?.5 Material Depth Sies Is yellowish gray, cryet alllne in lower 2 Stripping Quantity- No. 4 Sieve Gravel. 3 ^ 13.0 13.0 1 inch To — Ft. 20.9 22.9 2876 Stripping Depth Mi. Jeet _cu. yds. feet -cu. yds. Copies to: Iowa State Highway Commission 10-24-34—5M—5048—31955 Form 461 IOWA STATE HIGHWAY COMMISSION DEPARTMENT OF MATERIALS AND TESTS REPORT OF MATERIAL DEPOSIT INVESTIGATION Sheet.. ..of.. With Logs of Test Holes County- .Location Hamilton SWj SWfr T && R 2_5 Date of Investigation- -Comtemplated for use on_ -Dead HauL Log of Hole Coordinates Feet Surface Elev. to Water .Mi. Percent Passing Prevailing Depth Feet Civil Twp._ .Address- Land Owner- Test Hole No. _Sec.J> Depth Max. Size Inches Kind of Material Feet From - Ft. To — Ft. dJLJI £6^2 66.2 67.I 67.1 68.9 68.9 £U1 71.1 1 inch Sieve 7?.o 7?.o 7#^ 7^6. TT^a ^7-4 73.6 78.6 gl.l Sl.l g?.0 32.0 S5.1 85.1 35.3 55-3 9Q*1*- No. 4 No. 8 Sieve H en $LY_gJ _x ?£- .Is. gray, hard with a fen velnletts of oalolte cry sials _sh. gray, calcareous, soft Sh. gray, -calcareous, sh. gray, soft, sandy ss. gray, calcareous Is. gray, shaly, quite fTssllLferoixs sh. gray, calcareous, me 3.1 urn aar-&_ -Is. gray, shaly, medium tiard- Oecom jagIs. gray, conglomerate, iaard sh. gray,—soft Is. gray, hard, fine-grained liroiijn Is. gray, coarse, crystalline hard ls, light gray, hard, grinula.r» in lJt £*§- -!*£L - 0.5 3^J~3X»£- 2^•CUrfi- 2^L 9^- iu£_ *x several thin layers 90.*+ 9^.9 Is. light gray, hard, granular becoming quite massive 9M:lo6,7 Is. light, gray, hard, gi-ann1.gr ib06.7 111*7 Is. light gray, hard, granular jvi-th_ja vertical seam Ralph A. Estimate: Area- Wilkinson Chief of Party Stripping DepthStripping QuantityMaterial Depth Material Quantity. _feet _cu. yds. feet -cu. yds. Copies to: Iowa State College-1 Iowa G-eol. Surve.v-1 W F Beard - 1 Ex.- 1 ^31^_ 3-9- IOWA GEOLOGICAL SURVEY ^2 Generalized Log Based on Detailed Description of Drill Cuttings Name of Well: Funic Estate, State Highway Com- «'•;'„,. Drilled by: d^O^TC? Survey No. V, mission,'_ Web&ter 'City' . _* Date 1937 Total Depth: 111*7 ft;Curb Elevation;10£6*3 ft.Static Level: ,193 ft. Casing Data: Pump and Screen Data: * Pumping Test: tU—**-*••"' Hours —».rt.WIII.I It H I II I | i . H •» H Minj Gal. Per MLn. II II HI I II HI• El.»!.•<•• • II • .• ;Drawdown — I.— ! !*.-• IHiii Ill ft. in .11 MM I,, .mi.! min. Description of Formations I°i. Bock Unit Thick. From To (Feet} 1, No sample—gravel reported 3.5 0 3,5 9,5 3*5 13*0 1,5 13.0 14.5 14.5 18.9 18.9 £8.6 MISSISSIPPIAN £• 3. Limestone—yellow, partially weathered, fineto-medium crystalline, sandy for most part. Sand medium- to fine-grained Shale—light gray, sllty, calcareous, massive; pyrite minus 1% 4* 5. 6. 7. 8. Limestone—buff to light gray, sandy 4.4 Siltstone—pale greenish gray, highly cal careous and arenaceous grains; somewhat argillaceous. Sand decreases downward, high in muscovite ££,9-£8.6. Trace of pyrite. Shale reported £0.3-20.9 3.7 Dolomite—drab gray, fine- to medium-crystalline, porous and vuggy in part. Pyrite minus 1% 0,7 No sample—soft gray shale reported. 4.8 Siltstone—pale drab gray, made up almost entirely of euhedral crystals of calcite and dolomite 9. 10, 11. 0.9 £9.3 £9.3 34.1 34.1 35,0 Limestone—light gray, fine crystalline and lithographic containing clear calcite veinlets. Fossil zone 35.0-37.7 with ostracods only group identifiable, Trace dolomite 5,3 No sample—sandy soft shale reported. £.£ 35,0 41,3 41.3 43.5 43.5 54.4 8.5 54.4 6£.5 £.1 6£.5 64,6 Dolomite—brown, medium- to fine-erystalline, granular, vuggy. Trace of calcite and . sphalerite 1£» £8.6 10.3 Breccia—drab, medium-crystalline, saccharoidal textured to compact dense dolomite. green-gray shaly. In part Fragments of soft, white, porous, fine crystalline limestone in angular to rounded fragments. 13. Notes: Trace pyrite. Authogenic quartz crystals numerous Limestone—gray, medium-grained, granular, porous, glauconitic Page £—Funk Estate, State Highway Commission, Webster City. T*4ck,, Frpm X& (Feet) 14, Limestone—light drab gray, lithographic carrying pyrite-be&ring calcite veins 1.6 64,6 66,£ 15, Shale—light gray, highly calcareous, msssive, 66.£ 71.1 16, variable hard and soft. Reported sandy 68,3-71.1 4,9 Dolomite sand held in shaly matrix—green-gray, very soft glauconitic. Trace of pyrite Dolomite—gray to drab, fine crystalline, 0.9 71.1 72.0 17, 8.5 7£.0 80.5 4.8 80,5 85,3 granular texture, with gray, silty, calcareous shale 75.6-77* 18, 19, Limestone—light gray and drab, lithographic to sub-lithographic containing veins of calcite. Stylo£ite»« Soft gray shale re ported 81.1-82.0' Limestone—light gray, fine- to medium-oolites, with some calcite-filled cavities and numerous stylolltes £6.4 85.3 111.7 T,D. 00 •I+IJOQ •£ ^o/. /txuaypeu Afpc« v/yse/o'psw «>/ e*(/f i-c^rw pyerwyo/ yo fjsoJwo? 'Aoj£ j-'ffy Ajsa -Suays-pnttyy9^_ ' '/?'/..?.£!'/.???._!/•?'? ^y_'3/?P VW/3 -k iffS-tr/p rppttHfj£fXM i{ 3uiy_ Ayyrcv Jo r>~set/fao? 'Acuff yyfy /jpa - *'"oy2P't"y , •s-pyryoyAyp y~*>p-~"?*> fSwr<*DO //*»"*• PWy-Of™/*™ /""/•? ,j>*'ff°* '"'^ H yp/j^yecu ppjnyvry. styspyp pSur <y patfyo 3^)«;» iyeMttyot J° &oso<f*ios> 'Av-t£ytoi/ AJ3*- 3€tafs.3tary ^ pot* ,HtM (JuefeZ £pt>y* jo ' »y//«. y*9/trtu£ wy »/*-3 'Aojfjffy £">* - 9*ys9t*p' .?.?.v.?P/?.J/?j.?-?J.-J£iRi&jf./meA£:eF.i'.. _ 1 ! :?.&?.'.'!.r..?-'.'-'V.*?."".7 >•«©- ' syra/tX9 -leppp /" r/PS^JJ »/ 'f^V 3SU9p A<r-lf Ja fupu/bp.ij- i(lQ ssu^tj- •SP/'yayA/^- •ayi?/c>=> ^/c3y^> sitfos fyint rsitfc(oj£<!i/y/ *suay//"<? 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C_5" ) •'-"^P, HOASTlAfAAACip /pM^f^ ^/Oy!^ Stji-, jpj.S-qz»m 5>AfUS-^S ^feVSA-A A/yitmeSy/c •••-• - • ^/ A7v/?<A*?t!7f?& ycpor~/. o-r.1 5-Qc? <<-98 A^'AfA s^r*"O'Z ^s//y0yA^/S' S~A7isupu/pa pup sstftyo? ps>y^/y—9y^f9/e>i•>9 A #••/! 3.s 9UtO<? cfjiAA 'sayyyoo cupyppep ay suiy '/pu£~ /iffy —&^oy.^£'a//7 'Ay o'-%£-t't2 p?yj°</aj %/0tf9 AeJ£ yy>£ sz>y/ya/r{i^ '^y)^/0^^ s*«A9A b/iin/eyc/o? •9iyt/0~t£oiyyiy-<yp£* ay 9itycAf-jAe>(yy/y 'cfp^ip put /o^£ y<y£iy - suoyspusiy •j>/ ,AA.-7,?A. p/cysr- SA?09Jt?9/&9 <Xyfts-f/p-4£ (yyiM 'vjnyxz'A jpyr)upj£r9c/yyfafs-Apo vuij 'cyp^p ay Apj£ - Vy'fwey&cr '// c- osc IOWA GEOLOGICAL SURVEY In Cooperation with U. S. Geological;Survey RECORD OF"WELL Location town: /4/e.6xfer~ Cfc . . 77, ••- - •y JV SU) Well name and ( BE") ( s W ): County /fam/Zhk "yfr sec. £_ T ffi>N.fB.'Z^W. Twp. "'! [__ I i i . ." I_ _ ." i number S/ff*. ffitMf.. Cc** m♦ £p>Tg> /&/*. ^/5/" *T ^^^/ Address- Owner Tenant Address Address Contractor ~ Drillers Drilling dates 1 • ..'. . Well data: Elevations: /CZCr'SS*. feet; Land surface Drilling curb feet sSt*: //tu/ty'. Qo**f **t Determined by Topographic, position Total depth; Reported i.1).1. '..j.. ///> 7 feet^ Measured_ feet ' Drilling method Hole and casing date • Original depth to water Original elevation of water level Sources of water: Principal -above ft. below Date ft.; Source of data ; Others Production data: Date Measuring point "at Static depth to water Pumping level _ '._i., i ii» i Specific capacity •'" * ^ * * " * ~ " < * " ^ * * — " " " " " " " '• " '• in. • • ^^Mm—mw «•—.1——iminn 71".. "m .—».'—"'•*• -U'J" .. • •• • Length mm yy«ir.i-1.1..i.iii .'. • • I• i - im •. . . . . . . i | . • °F. •———>' - Suction- pipe __ »*' liln-i.iiwi— i,iM..t*»i; ;•••••••• ..i. •in. g.p.m. for l mi V. • • • ' ".. ' •• Length _ .-.-. . - - - •-• (i»pi winw . - - Use of water '' • • ^WiM*.»W|W—wwww.W.iiiii"'iii Airline - --* • ' !'• Estimated rate of *production: in " * * " ^ " " " "" ""~" ' "•'' ' "".'.. Column Dia. Cylinder or bowls.;_ Dia.. . "**{"."!'. '.'I g.p.m. per ft. 'drawdown; Temperature Pump data; Type pump Power '•"'""" g.p.m. , •••i.iii.nt- iin. hrs. .a. .day.. *M\mm>m utr i i . . '...'•" '•". '"*. • 1 ]! .I .• j i>l» . t •! ^ i i 'i >' !i i •' I H'i'-"'T | | WATER AIALYSES (in parts per million) Date'samples" - . - --•-••;••••••• - _ - ———" i •' — SampleT"by'~- •'• " "• Total solids Insoluble matter ___ Alkalinity (Meo) Alkalinity j[Phn) ' fitii_ ' ' "- '""' . '» i• iiiri.i^—•—•»••', »'i miiiim"m^i,. . ^———••••• ... mi- • • - • "'»•• - -——-'•—'•• "• • PH 1 FegO-o- Mn203-Ai203 ' " Alkali as sodium •" — "•<.!• • iiiiiiii II • • . • •. > ' •- • - ' Magnesium •• • • Calcium • . ___ "••—• Iron (unfiltered) Manganese Nitrate Fluoride Chlordie • |...JJ"J»' ________ •• ii--iiii--.|i m !*•• — .,.— —i ..... —„..,. i,-,,i .,,,,,„ . " " * . " • ' - '""• - ••• • " ••••• '• •'•"'• III-. •-_•——•— "] I | || . "" ' " •• I I • i iiw.i • i •••••iiWniMii "" ..... I ••.•I-—1II •- ..-—MIIMW. I • - •- • - /-; •- Sulfate ' ' ''. • Bicarbonate Hardness-(ppm) Hardness . (gpg) ... . i—•••—•—i "' """"" •• . . . . •" " •••• -• • -~ •••-' •• — —ii m i ' n i if.Jih *'i.Y..;y ' in.' •'•• • " ....... . i -* , Reaarks Laboratory data: Sample storage location Sample range No. spls. Spls. praparo'd by' ' ' Washed range Driller's log and cond. . . ... . . . Insoluble residues: Microscopic study Gen,, log. Prepared by i - i No. dupls. & cond. ___ by . ......•• •- --•• Studied by i i Strip log strip log /</. G f^htsAt^u Corral, by " ...I. .i i, __—_ / IOWA STATE HIGHWAY COMMISSION AMES, IOWA COMMISSIONERS C. L. McKINNON, Chairman. New London I. H. KNUDSON. Vice Chairman. Jewelu H. M. GREENE. AVOCA November 5, 1937 «US A. OLSON, Whiting A. A. HURST. Maquoketa F. R. WHITE, Chief Engineer Iowa Geological Survey 103 Geology Building Iowa City, Iowa Gentlemen: We are forwarding to you by express, one box containing samples from the recent core drilling near Webster City, Hamyjjojgu*ou^ Enclosed is the complete drill log of the hoTe™which also shows the exact location and the elevation of the ground surface. Yours very truly, L. W. Wood Geologist LWW:F December 13, 1937 Mr. L. W. Wood, Geologist Iowa State Highway Commission Ames, Iowa Dear Mr. Wood: Enclosed is our summary log of the core drill hole put down by the State Highway Commission on the Punk estate southeast of Webster City. This log* I believe, contains all of the pertinent data and is very little condensed from our original notes, made at the time of our microscopic study of the core* However, if you wish a copy of the original notes, I will be glad to send them to you. You will notice that the whole section represented by the core is placed in the Mississipplan but that no further subdivisions are made. According to the earlier workers, the top portion of the section should represent St. Louis, but because of insufficient data I cannot be sure to what depth the St. Louis extends and if the under* lying Gilmore City is represented. Before Dr. Trowbridge^ conference with you two weeks ago, I told him that the report on the core would be completed and the results sent to you within a few days. When the difficulty of correlation arose, I was planning a field trip into western Iowa and decided to hold the report and do some field work on it. However, unfavorable weather conditions prevented me from collec- ting all of the necessary data and rather than delay the report longer, I am sending It to you with this rather general correlation. I plan to do additional work on It when weather conditions are more favorable and will let you know of the results0 Very truly yours, H. G« Hershey HGHlA Enc. DEC 22 P.M. IOWA STATE HIGHWAY COMMISSION AMES, IOWA COMMISSIONERS C. L. McKINNON, Chairman. New London I. H. KNUDSON, Vice Chairman. Jewell H. M December 20, 1937 GREENE, Avoca GUS A. OLSON, Whiting A. A. HURST, Maquoketa F. B. WHITE, Chief Engineer Iowa Geological Survey 103 Geology Building Iowa City, Iowa ATTENTION: H. G. Hershey Dear Sir: We have received and wish to thank you for your letter of December 13, enclosing your findings on the Hamilton County drill core. We will be pleased to have your furtheropinion as to detailed correlations on this core based on field studies when you have opportunity to make them. I believe that I have already given you my opinion, that the limestone below 85.3 feet depth is Gilmore City, and the overlying beds St. Louis, or possibly also ste. Genevieve. Of our other drill cores which you have, we are now most interested in the three from Adams County, and would appreciate your report on them as soon as you have ooportunity to' examine them. Yours very truly, I W. Wood Geologist LWW:F