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<br />1- <br /> <br />.-. <br />,.,...: <br /> <br />.- ::"":, . ~'. . .,- <br /> <br />002120 <br /> <br />.; <br /> <br />." <br /> <br />GEOLOGY OF THE VICINITY OF .A PROPOSED DAM <br />SITE NEAR STRAWN, COFFEY COUNTY, KANSAS <br /> <br />. ... <br /> <br />~Sr!~;~1t~i <br /> <br />.....- <br />......- .- <br /> <br />:--:':."; <br /> <br />-I' '. <br /> <br />".,' <br /> <br />JOHN M. JEWE.Tr, State Geological Survey of Kansas <br /> <br />The axis for a proposed dam on Neosho river near Strawn extends <br />from a point in the N\VJA of sec. 22, T. 20 S., R. 14 E., to a point in <br />the SW1;4 of sec. 29, T. 20 S., R. 14 E. The direction of the axis <br />measured at the first point is approximately S. 430 30' W. The <br />length of the axis is about 12,000 feet. The axis crosses Kansas <br />highway 57 at a point which is approximately 2 mites north of <br />Strawn and it crosses the M. K. and T. railway at a point which is <br />approximately 1JA miles northwest of Strawn. The location is shown <br />on a map in Figure I which ~hows also the locations of test holes <br />which were dril!ed under my supervi~ion. The field work was done <br />in July, 1942. <br />This report is based chiefly on data which were obtained through <br />study of cores and cuttings from ten test holes dril!ed along the dam <br />axis. The report is the result of a preliminary survey and is not <br />intended to be a guide for designing a dam, but rather to be a re- <br />port on the general geological conditions and as an aid in determin- <br />ing the feasibility of planning construction. <br />The trench of Neosho river in this part of Kansas is eroded in <br />rocks of the Shawnee group of Pennsylvanian age. The bed rock is <br />shale, limestone, and a minor amount of sandstone. The river's <br />trench is approximately 2 miles wide and 120 feet deep. The lower <br />approximate 45 feet is filled with al!uvium, chiefly fine sand .and <br />clay, but in part coarse flint gravel. From information at hand it <br />is believed that the deepest part of the stream valley is near its <br />south wall. The river flows in a general southeastwardly direction. <br />Its gradient is about 5 feet per mile (measured parallel to the valley <br />walls and not along the actual channel which meanders rather <br />broadly) . <br />The uplands on each side of Neosho river are maturely dissected. <br />Streams tributary to the river enter the larger stream at grade. <br />Coarse flint gravels of probable Tertiary age partly cover the up- <br />lands to a depth of several feet. The uplands are largely covered <br />with native bJuestem grass, but nearly al! of the area of the river's <br />flood plain is under cultivation. <br /> <br />';.,: .....~~:....~. '.~ ~"'. '.> :--:.';\:; :"'" <br />'.",'.;".-:'-.: '::." . ." ",' <br /> <br />'-'-', -,.... <br />." ',' <br /> <br />.-.' ... ".' '. . <br /> <br />.', ".': <br /> <br />;..;'~:':.'~.".;..."':; ,~",:":" ..... <br /> <br />.rOO:':::::", <br /> <br />~::.: ::;;,>'.,:.- .. <br /> <br />'. .- <br />".,::'..;". <br />;.~' . <br /> <br />'. ....'. <br /> <br />. "." ~ <br /> <br />~- ',' <br /> <br />. ." . <br />....;::...-,: .::;:.: :'...,. <br /> <br />.-...::.; <br /> <br />..' '.. <br />...._-.:.... <br /> <br />;..... ..:....;... <br />"'. ',. <br /> <br />.... ".' <br /> <br />..". .' <br /> <br />..' ....: <br />". <br />":- .'. <br /> <br />'.. .... <br /> <br />......:: <br /> <br />. . . . <br />....:- :~. . ... <}~:.::,':~~:},~:::.;,: <br /> <br />~~l!t~f~ <br /> <br /> <br />-:.-...-::..,".... <br />'. ~. . <br /> <br />., '....,;: .,' <br />- . . <br /> <br />.'.' '. <br /> <br />._..:.:,.-...... <br /> <br />:';- ~ ~ .:;:;;......:....\ ~~;::~\ -~:~;:~ ;.:::~ : ~:::.,:..~::~ <br />" ..,.-.' . <br />. .'. . :..<Jf:;..~...:~::::...:~.;:.:~.?).:!.~i..,~: <br /> <br />.:..;.... .;,~ ;:;,:':... .'. .: '-.. <br />. '.' . ". ........ '. .'.~.. <br /> <br />(40) <br /> <br />-...........:. <br />':. ..' ;.... -', ,.. .~ .. <br />. '-;:. ::: ....- ;'::" :'-' .'. :'.' ....:..; <br />...'~':.\. :..~~..._::.;...~ :~.:.:\~:~~.~:~~/~~~. ::';>::~. '~:. <br />. -.'. ..-.... <br />'. ..~:.' ~:-~. ',' - ........ -' .' <br />....... <br /> <br /> <br /> <br /> <br /> <br /> <br />.'. - ..- ~.. ..' -- .'-. .; <br />..... ..:'::.. '<..; :~~ ...::....... <br /> <br /> <br />:~.~_..::.- <br /> <br />'..: :."; <br /> <br />.:/:.. ".' <br /> <br />,- <br /> <br />':". <br /> <br />.". .... .' <br /> <br />.:" '. <br /> <br />,..-.-.... : <br /> <br />.'.,-. <br /> <br />.-........ <br />