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<br />STATUS OF MAINTENANCE REHABll..ITATlON PROJECTS
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<br />Project Jurisdiction Cost Statu
<br />ADAMSCOUNTY
<br />Clear c..cI<-I-2' to__y -County DoIign By olbcn 100%
<br />Repair-drop-portic. Coost. $60,000 0%
<br />0rI0&e Hall c..cI<-cut oflnna NcxtbgIeao Design 23,064 100%
<br />DoIedioIl __ ropain, portic. Coost. 230,000 40%
<br />weoterlyc..cl<_ of_ Aurora DoIign 48,743 100%
<br />Rop1oce pipe with opca c:baane1 . Coost. 113,139 100%
<br />Ni_ c..cI<-S.PIob to Steele St. -County DoIign By olbcn 9".
<br />~ pipet,ropoir c:baaneI, portic. Coost. 242,"10 0%
<br />ARAPAHOE COUNTY
<br />0nmw00cI~ ofHo1Jy 0nmw00cI VdIap Design 130.000 100%
<br />I!roIioo J<pOirIdrop __ puUc. Coost. ,~,OOO 0%
<br />LiIde 0Iy Ck.-West ofCotondo Arapoboe County Design 38,74' 9".
<br />Drops mdc:baane1 repoir Coost. -~ 0%
<br />W... HarVlIrd GuIdI EIIgIewood Design 118,706 100%
<br />Rop1oce pipe wi opca cbooneI, portic. Coost. '01,840 100%
<br />W. Toll 0It0 Ck.-DeIaney Fum Aurora Design 81,689 100%
<br />N.E. of AIomoda md a.mbcn Coost. 39S,860 0%
<br />WIllow c..cI<-S. ofOly c..cI< Road Arapoboe County Design 29,600 9S%
<br />-trip Coost. -~ 0%
<br />BOULDER COUNTY
<br />Boor CIllyoo c..cI<-in Martin Pad< - DoIign $28,371 8S%
<br />Repair...... md c:baane1 Coost. -ycM 0%
<br />Cool c..cI<-lJrainoaoway 117 Lalia~ DoIign 23,034 15%
<br />LouioWIe md~ Coost. 260,000 Do~
<br />Founni1o CIllyoo c..cI< - DoIign 35.680 9S%
<br />West of__y at Lee Hill Coost. 290,000 Delayed
<br />Founnilo CIllyoo c..cI< Boulder Design 28,_ 20%
<br />East ofBroodway Coost. 120.000 Delayed
<br />South _c..cI< Boulder Design 19,085 9"..
<br />N.E. of Arapoboe Ave. md,'" Coost. 40,000 0%
<br />DENVER COUNTY
<br />Boor c..cI< DelIver Design 549,610 100%
<br />RoIoiP to SheridIn Coost. 388,000 0%
<br />ebony Ck - Babi YIr DelIver Design 34,~ 9S%
<br />Drop, book repoir Coost. 167,000 Delayed
<br />00IdiImilh OUlch DelIver Design 1~,819 100%
<br />Bib10 Park low Bow cbooneI, portic. Coost. 400,000 0%
<br />00IdiImilh Ouk:b DelIver DoIign 78.436 15%
<br />CoclIc Pad< IowBowc:baane1 Coost. 240,000 0%
<br />Lakewood OUIcb-Fedaal to Knox DelIver DoIign 78.432 100%
<br />Cbam>ol ropoir plluo 3 Coost. -ycM ()%.
<br />South Platte River-W_ Tnl>. DelIver Design 43,868 9S%
<br />N.E. oft;'" md 1-2S. _ pipe. Coost. 1.'3,000 Delayed
<br />Weir Ouk:b DelIver DoIign by olbcn 100%
<br />_Park_ Coost. 177,841 0%
<br />DOUGLAS COUNTY
<br />ebony c..cI<-N. ofCaltcawood Dr. Parbr Design by olbcn 100%
<br />TroiI md bridp porticipation Coost. 528,147 100%
<br />East Dod Clad< Ouk:b Douglas Co. Design S2,498 100%
<br />Improve exiotin& drop Coost. 149,734 100%
<br />Su1pItur OuIch,U/s ofebony c..cI< Parbr Design by olbcn 100%
<br />TroiI COIIIInldioo, porticipation Coost. 1.S,.000 0%
<br />.11l'.1l'Il'II':1IAllN' COUNTY
<br />Dutch c..cI< JelI'enon County DoIign $30,768 30%
<br />N.E. ofPicn:e md Cool Mine Rood Coost. -~ 0%
<br />Lakewood OUIcb-Bayoud Tribuwy JelI'enon County DoIign 33,121 100%
<br />ar.... MID. chinop Coost. 110,943 100%
<br />McIDlyIo Ouk:b Lakewood DoIign 31,128 SO%
<br />West ofHollmd St. C<lIIII -~ Delayed
<br />_ c..cI< Arvada Design 27,400 80%
<br />T '-'-_ _ Broob Drive Coost. 200,000 0%
<br />
<br />16
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<br />the conduit with products called "flash
<br />fill" and "flow fill" to prevent water
<br />movement along the pipe.
<br />Since we reported on it last year our
<br />project on Niver Creek in Adams
<br />County near the South Platte River has
<br />made slow but steady progress. Adams
<br />County was successful in acquiring
<br />enough land to expand the Niver Creek
<br />trail-head park. The design is now 95%
<br />complete. With funding in place from
<br />several different sources this project
<br />will soon begin constnJction.
<br />Deteriorated pipe, concrete lined
<br />channel and eroded channel will be
<br />replaced with a new bridge over Niver
<br />Creek, a restored open chaunel for
<br />Niver Creek and a trail-head park
<br />facility.
<br />In Arapahoe county, just south of
<br />Dty Creek Road, Willow Creek has cut
<br />a 25-foot high vertical bank. Abont
<br />2,000 feet downstream the creek enters
<br />the flood detention pool behind .
<br />Englewood Dam. The flood pool has .
<br />been experiencing aggradation for
<br />several years. The District's
<br />construction program has a design
<br />underway to solve the severe erosion
<br />problem. Coupled with that design the
<br />TlUIintenance program is having the
<br />same consultant design a sediment trap
<br />upstream of the flood pool. This will
<br />reduce the amount of large sediments
<br />being deposited in the detention pond
<br />and improve the quality of the
<br />stormwater. The sediment trap should
<br />also help reduce the on-going muck
<br />removal that has been necessary to keep
<br />open the pedestrian trail under Dty
<br />Creek Road.
<br />To the west of Holly Street in
<br />Greenwood Village Greenwood Guleh
<br />flows through a wide area of wetlands.
<br />East of Holly Street the gulch has
<br />eroded a steep and narrow channel
<br />behind several homes. The
<br />TlUIintenAnce program has combined
<br />with the District's construction program
<br />and the City of Greenwood Village to
<br />fund a single project to address these
<br />problems. The wetland is soon to be reo
<br />established using low grade control
<br />structures. The eroded chaunel will be
<br />rehabilitated with grouted boulder drop
<br />structures. Extensive vegetation
<br />(Continued on page 24)
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