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<br />THE WEILAND ENGINEERING CO. <br />DENVER. punl.o . CAHON CITY <br /> <br />SUBJECT <br />FLORENCE FLOOD ?RO'I'EC'l'ION <br /> <br />ItXHIBIT <br /> <br />Combination A proposes as its main :feature the enler€,-ement of all struc- <br /> <br />tures ana the straishteninc and v:i dening of Sand Creel{ from the Denver &, <br /> <br />Rio Grande \.:estern Tailroad brie.E."€! c:-t the south ed.ge of tOV,'11 to Ule A.T. <br /> <br />& S.l'. bridge at the north ed~; the installation of an inverted syphon <br /> <br />for the L'nion Di teh crossing; a relief chnnnel for Dr.! Creek skirting the <br /> <br />foot of the bluff at the Sou thern extremity of town and emptying into <br /> <br />Sand Cre ek and a dyke along both 'can1{s of Oek Creek throuc)1 town. the <br /> <br />material for which is obtained by widening and deepening the channel. <br /> <br />Summarizing, this embraces the following pl.:ms as shown on Drawings I & 2. <br /> <br />Plan ;: <br /> <br />Union Di tch Syphon across 2.and Creek. <br /> <br />Plan 3 <br /> <br />Channel change on Sand Creek between 3rd and 4th Streets on <br />Petroleum Avenue. <br /> <br />Plan 5 <br /> <br />Dry Creek rellefcha.nel along foot of bluffs just south of <br />to"m. <br /> <br />Plan 6 <br /> <br />Deepening Oa1~ Cre'e~: "ud rDising [i levee :from just above the <br />D &, R G 7; Tel' bridGe to the alley betv'een ':;est 8th Street and <br />West 9th Stroet p:roclu-ced on the east ban1~ and from '.'est 3rd <br />Street to the aliey between ','.'est 4th Strl~et and 7.'est 5th street <br />prOduced on the v:,~st 'ban1{. <br /> <br />Plan 7 <br /> <br />Enlargine structures. deepenlnc and wideninG Sand Creek between <br />the r. &. R G ,; and A T 8: S F IlIl. t,ridges. <br /> <br />An estimate of cost of this ()ombination follows: <br /> <br />Plan 2. <br /> <br />175 cu.yes exc:ovation for stn;ct\lreS :' 75rj :per cu.yd. $131.25 <br /> <br />112 lin.ft. 46" creosoted continuous Vlood stave piPE' <br />~ t6.40 per lin.ft. <br />La,ying' and baclcfilling 11Z llr..ft. ;,' ~l per lin.ft. <br /> <br />716.80 <br />112.00 <br /> <br />2 Reinforced Concrete penstocks., 70 cu.yds i[t <br />~'2b.OO per cu.yd. <br /> <br />1.750.00 <br /> <br />:!:;Z, 710 .05 <br /> <br />v <br />