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<br />KENNEYS RUN IMPROVEMENTS
<br />
<br />J) DETENTION BASINS 1,2 e. 3
<br />2) FLOW SEPARATION FOR WELCH DITCH
<br />3) 100-YEAR FLOOD PROTECTION (GRASS-LINED
<br />CHANNEL, BERMING ,FLOOD PROOFING)
<br />4) 100-YEAR CULVERTS
<br />5) 100-YEAR CHANNEL IMPROVEMENTS
<br />6) IMPROVED STORM SEWER INLET WITH DEBRIS COLLECTOR
<br />7) 10- TO IOO-YEAR GRASS-LINED CHANNEL
<br />B) 10-YEAR STORM SEWER INLET WITH DEBRIS COLLECTOR
<br />9) 10-YEAR STORM SEWER
<br />10) EXISTING STORM SEWER WITH IMPROVED INLETS
<br />
<br />REACH I
<br />~---------
<br />
<br />
<br />
<br />SCALE' I" = 1000'
<br />
<br />NOTE'
<br />
<br />FLOODPLAIN REGULATION), FLOOD INSURANCE
<br />AND INDIVIDUAL FLOODPKOOFING ARE
<br />RECOMMENDED FOR ALL STUDY REACHES
<br />
<br />REACH 4
<br />--,--------
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<br />TUCKER
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<br />
<br />MULLER ENGINEERING COMPANY, INC.
<br />CONSULTING ENGINEERS
<br />1410 VANCE ST" SUITE 203
<br />LAKEWCXJD. COLORADO 80215
<br />(3031232-9340
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />CITY OF GOLDEN
<br />
<br />JEFFERSON COUNTY
<br />
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<br />
<br />,<%0' ./~
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<br />GULC~ ~PR~~~MENTS .." \".
<br />
<br />
<br />TUCKER
<br />il 100- YEAR CULVERT
<br />2) UPGRADE ROCK-LINED CHANNEL, STAB I L1ZE 7 TH PL.
<br />BRIDGE, MAINTENANCE ACCESS.
<br />3) 100-YEAR CONCRETE CHANNEL
<br />4) CONCRETE ENCASEMENT FOR CHURCH DITCH SIPHON
<br />5) DEBRIS AND STILLING BASIN
<br />6) CHANNELIZE AND REALIGN CRESS MANS GULCH TO
<br />HISTORIC CHANNEL
<br />
<br />TUCKER GULCH / KENNEYS RUN
<br />
<br />FIGURE
<br />~-2
<br />
<br />SELECTED
<br />
<br />PLAN
<br />
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