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Mr* Knlc&erbocher s #2 * I IJllufilSy 1* 3.036* ? Hus flow of the Middle Is 246 gallons per minute, and with a constant flow of this hind* It should at least reach ttm -ianah, bed from a llnrim^ peroord imr estima­tion -nod® hjr ©yseif sad ^©el«y or»f the gnmad* X find that all •of tills miss is being 1 oat throat a winding f®i grass overgrown channel, eprea&ing oat at i iffor out places to such an extent that percolation and srapor&tlon tafcss up ail the water before It reaches the bridge at xtedn Street* ? In phone conversation Wfcl- He# Adamson pe@teri.ap em+ mmIm this natter, I do not thin' It would cost pore then. $100 for use of drastic© to clean and straighten this ditch fro© the reservoir and spring ootlets town. as fh® as the bridge cm Main itreot* flat part of the ere#: fro© the bridge to the ravish and to the infeafee of 4 inches for the Stewart hartal plot will be doored and eared for bp Hr* siteer, the leasee of the fsaneh* Wc* ?‘Mhmsi!. advised it was j&ssdhls at this tine to seen*4 a . dragline for this wort, and 1 nonl i very much appreciate poor advics and deal si on as to whether we should attempt it or not* ' fhe cost sAianld'* I believe^ ho charged to the railroad company, a© t » oreNtit referred to is ’on railroad lend* and the 'fst'er Oo»* pony .?ill. of ..coarse, pay it© portion throng rental of water ? facilities* In addition to the reqairenexit of 4 inches for the Stewart burial plot* we should dhirer 100 miners * inches to he Is# V-umm ?.amh* the contract in this respect reading a© follows: