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<br />55
<br />
<br />57
<br />
<br />Table 6-6: CulvertCoslS
<br />Dirty Woman/Crystal Creek Drainage Basin Planning Study
<br />
<br />"
<br />
<br />".
<br />
<br />S11.('{1(l
<br />
<br />has been propm;cd for the Knollwood Drive crossing, ApprOXImately 1.480 feel of bank
<br />slope protection is recommended along with nine drop structures, In segment DWA.ll
<br />bank slope protcction along with fill will be used 10 'labilizc the creek through this area
<br />loprevcm flooding,
<br />VI<DW.A-12: For this segmell! selective improvements arc recommended for
<br />further evaluation, Improvements for this segment include an additional two 48" Rep',
<br />at Furrow Road in addition to those already cx;stinj;. Appro,\;mately 750 feel of bank
<br />slopeprote<:tion along with six drop structures are recommended.
<br />UF'DW.A.L3; For this segment the floodplain presel"o'ution or do-nothing
<br />alternative is recommended for further cva!uation.
<br />SrnW-A.14 through SFDW.A.16: For these segment~ selective improvements
<br />are recommended for further evaluation. Improvements to these segments include four
<br />36" RCP's with outlet protection at Furrow Road and a 30" RCP with oullet protection at
<br />Maningale Road. The Furrow Road culverts are designed to pass the 100-year storm and
<br />the Martingale Road culvert is designed to carry the IO-year storm. Other improvements
<br />include roadway armoring and roadway slope proteCtion at Winding Meadows Road.
<br />MFDW-A.17 Ihrou~h MFDW.A-20: For these segments selective
<br />improvement~ are re<:ommended fN further evaluation, The recommended
<br />improvements for these segmellls include two 48" CMP's along with an outlet structure at
<br />Will 0 The Wisp Way, two 42" CMP's with an outlet structure at Lost Creek Way, a
<br />4'x3' concrete box culvert WIth an outlet structure at Furrow Road, and twO 42" CMP's
<br />'..'iL'1 an ot:tle: st.~~cture at Aj<:> W~)I_ The CMP's at Will 0 The Wisp Way, !.,ost Creek
<br />Wav and Ajo W~y are deslgned to carry the IO-year Ilow and the concrete box culvert at
<br />Fu~ow Road is to carry the lOO-year stonn runoff. Other impnwements include 1,6!\0
<br />feel of IxInk slope protcction.
<br />NFDW-A.21: For this segmem selective improvements are recommended for
<br />further evalualion, Improvements include a 4'x4' concrele box culvert under Augu~t;l
<br />Drive to pass the IO-year storm along with an outlel structure, Other improvements
<br />includethreedropsffilctures,
<br />r"oiFDWB-22: ror this segment the floodplain preservation or do-nothing
<br />alternative is recommended for further ev~luation, Stab1i~atiol1 of the golf course pond
<br />embankmc,nts and at outfalls of culverts IS need:d,
<br />;-';1'1)\\,11.23: For this segmem selel:tivc impr(wements are ~(;omn'encted for
<br />further evaluation. Improvemcnts include approXimately 200 feet i)f 3'x3' COllnete box
<br />l:ulvat al Tam_Q_Shamer Way With an aUliet structure. A 3'x3' COI\crCIC box cuh'ert IS
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