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<br />APPENDIX B SHEET 6 OF 6
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<br />
<br />H-ill
<br />
<br />H-II
<br />H-N
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<br />",
<br />
<br />CITY OF LOUISVILLE
<br />DRAINAGE ALTERNATIVES
<br />DRAINAGEWAY "H","I", & "J"
<br />WATER RESOURCES CONSULTANTS INC,
<br />
<br />"
<br />
<br />1-1
<br />
<br />FEBRUARY, 19B2
<br />
<br />LEGEND
<br />
<br />1:::::::::(
<br />I ~ :i
<br />P///////4
<br />):J:
<br />
<br />Grass channel with check drops
<br />(Includes culverts)
<br />
<br />
<br />Riprap channel (includes culverts)
<br />
<br />Concrete channel (includes culverts)
<br />
<br />Culverts
<br />
<br />H-V
<br />
<br />r---ss---l Storm sewer (includes culverts)
<br />
<br />~
<br />
<br />Detention Improvements
<br />
<br />H-I
<br />
<br />I-II
<br />
<br />Recommended alternative
<br />
<br />.
<br />
<br />DEVEL
<br />
<br />STATUS
<br />QUO
<br />NO
<br />
<br />SELECTED
<br />
<br />STRUCTURAL
<br />
<br />YES
<br />BN RR bridge, culverts at
<br />US HWY 287 and
<br />Dillon Road
<br />(Plan # 1 $458,500,)
<br />NO
<br />
<br />GRASS
<br />CHANNEL
<br />.YES
<br />
<br />RIPRAP/CONC,
<br />CHANNEL
<br />NO
<br />
<br />STORM
<br />
<br />SEWER
<br />
<br />YES
<br />10Yr:flood design to
<br />meet St. capacity criteria
<br />(+3 2Yr./78'l1l $2,456,500,)
<br />(#3 10YrY84'l1l$2 513 500.)
<br />YES
<br />2Yr. flood design to
<br />meet St. capacity criteria
<br />(#2 2Yr./54'0 $1,291,500.)
<br />
<br />.YES
<br />2Vr. flood design to
<br />meet St. capacity criteria
<br />(#3 2Yr./48"11l $558,500.)
<br />
<br />REGIONAL
<br />DETENTION
<br />NO
<br />
<br />RELOCA TION/
<br />DIVERSION
<br />NO
<br />
<br />Future
<br />low density
<br />residential
<br />
<br />Lack of adequate
<br />existing facilities
<br />
<br />Partially parallels BN RR Adequate R.O.W. for
<br />(Plan #2 $1,544,000.) 9rass channel
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />NO
<br />
<br />C. & S.R.R. blocks runoff
<br />from Rock Creek except
<br />at existing crossing
<br />
<br />.YES
<br />
<br />NO
<br />
<br />NO
<br />
<br />YES
<br />
<br />Future
<br />industrial
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />
<br />Combine with Reach G-n
<br />at C. & S. R.R.
<br />
<br />lack of adequate
<br />existing facilities
<br />
<br />Problems not localized
<br />
<br />High valued
<br />industrial area
<br />
<br />Parallel to Dillon Road
<br />(Plan #1 $2,027,500.)
<br />
<br />Future NO
<br />low density lack of adequate
<br />residential existing facilities
<br />Future NO
<br />industrial lack of adequate
<br /> existing facilities
<br />Existing NO
<br />and future lack of adequate
<br />low density
<br />residential existing facilities
<br />Open space NO
<br />future
<br />low density lack of adequate
<br />residential existing facilities
<br />Existing NO
<br />and future
<br />low density lack of adequate
<br />residential existing facilities
<br />Future NO
<br />low density Lack of adequate
<br />residential existing facilities
<br />
<br />YES
<br />Culverts at S, 96th. St.
<br />and C. & S.R.R.
<br />(Plan #1 $160,000.)
<br />
<br />NO
<br />
<br />YES
<br />c, & S.R.R. to
<br />Goodhue Ditch
<br />(Plan #2 $435,000.)
<br />
<br />NO
<br />
<br />NO
<br />
<br />NO
<br />
<br />Adequate R.O.W. for
<br />grass channel
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />NO
<br />
<br />Would aggrevate
<br />problems of other areas
<br />
<br />NO
<br />
<br />YES
<br />
<br />'YES
<br />2Yr. flood design to
<br />meet St. capacity criteria
<br />(#2 2Yr.l60'l1l $1,494,000,)
<br />
<br />NO
<br />
<br />Dillon Road to
<br />C, & S,R,R.
<br />(Plan # 1 $2,219,000.)
<br />
<br />NO
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />NO
<br />
<br />Problems not localized
<br />
<br />High valued
<br />Industrial area
<br />
<br />Would aggrevate
<br />problems of other areas
<br />
<br />YES
<br />
<br />.YES
<br />Reach H- I confl. to
<br />US HWY 287
<br />(Plan +2 $277,000.)
<br />
<br />YES
<br />2Yr. flood design to
<br />meet St. capacity criteria
<br />(+3 2Yr.l54'l1l $439,500.)
<br />
<br />NO
<br />
<br />Close to Rock Creek
<br />
<br />Can provide for future
<br />development flows with
<br />maste r plan
<br />NO
<br />
<br />Culvert at US HWY 287
<br />(Plan # 1 $66,000.)
<br />
<br />Adequate R.O. W. for
<br />grass channel
<br />
<br />.YES
<br />1 OYr: flood design to
<br />meet St. capacity criteria
<br />J#3 2Yr.l66'!iI$l,738,OOO.)
<br />'#310Yr;i78"11l$l,910,OOO)
<br />.YES
<br />2Yr. flood design to
<br />meet St. capacity criteria
<br />(#3 2Yr.l48"(!l $684,500,)
<br />(#3 10Yr.l54'(!l $689000.)
<br />.YES
<br />10Yr.-flood design to
<br />meet St. capacity criteria
<br />(+3 2Yr.l48'l1l $793,500.)
<br />1#3 10Y054"(!l$839,500.)
<br />
<br />YES
<br />
<br />YES
<br />
<br />NO
<br />
<br />NO
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />
<br />Would aggrevate
<br />problems of other areas
<br />
<br />Stearns lake to
<br />S. 96th. SI.
<br />(Plan #2 2,327,000.)
<br />YES
<br />
<br />Stearns lake, bridge
<br />at C, & S.R.R.
<br />(Plan # 1 $540,000.)
<br />
<br />YES
<br />
<br />Adequate R.O,W, for
<br />grass channel
<br />
<br />NO
<br />
<br />NO
<br />
<br />NO
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />
<br />Would aggrevate
<br />problems of other areas
<br />
<br />S.96th. St. to
<br />center section 20
<br />(Plan +2 $605,500.)
<br />YES
<br />
<br />Culverts at S. 96th, SI.
<br />(Plan # 1 $82,500.)
<br />
<br />Adequate R.O.W. for
<br />grass channel
<br />
<br />NO
<br />
<br />YES
<br />
<br />NO
<br />
<br />NO
<br />
<br />Culverts at C. & S.R.R.
<br />and Carbon Road
<br />(Plan # 1 $211,500.)
<br />
<br />Rock Creek to
<br />Carbon Road
<br />(Plan +2 $1,070,000.)
<br />-31-
<br />
<br />Adequate R.O. W. for
<br />grass channel
<br />
<br />Can provide for future
<br />development flows with
<br />master plan
<br />
<br />Close to Rock Creek
<br />
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