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SSO Project Number:
Project Name: Shively Interceptor
Modeled Area:
Branch or SSO ID:
Project Type:
Receiving Stream:
Project Description:
Reason for Overflow:
Design Parameters / Assumptions:
Project Constraints:
Capital Projects:
Overflow Points Addressed:
SSO SSO Name Service Area Overflow Type Discharge To
Average Overflow /
Incident (gallons)
04498 820 Echo Bridge Road West County Manhole Stream Suspected-no data
04542 Fern Lea PS Wet Well West County Manhole Ditch 91,500
81814-W Pioneer Road PS West County Pumped Ditch 32,750
MSD0047-PS Fern Lea West County Pumped Catch basin 141,083
MSD0050-PS Garrs Lane West County Pumped Ditch 72,000
S_MC_WC_NB01_M_01_A
SSO SSDP
Project Fact Sheet
Mill Creek
NB01
Pipe Upgrades
Mill Creek and Heatherfield Ditch
Construct 18,830 LF of new gravity sewers (10” – 27”) to eliminate pump
stations. This is the Shively Interceptor capital improvement project.
B06208 ~ Shively Interceptor - Preliminary Design
$16,419,000
Pump station capacity (hydraulic bottleneck & backwater effects)
None at this time
Estimated Capital Cost (2008
dollars):
Weighted Benefit/Cost Ratio
(Present Worth):
This solution is based on a 2.60-inch cloudburst rain event
6.70
Report As of: 5/7/2009 Page 1 of 1
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Construct 18,830 LFof sewer pipe (ranging from
10" to 27" diameter) toeliminate 5 pump stations
JACKS LANE
PIONEER
FERN LEA
ROSATERRACE
CITYPARK
SOUTHLANDTERRACE
CRUMSLANE
GARRS LN
04498
04542
MSD0050-PS
MSD0047-PS
81814-W
This document was developed in color. Reproduction in black and white may not represent the data as intended.CMS Inc. SSDP Map Series:
Copyright © 2008 LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWERDISTRICT (MSD),LOUISVILLE WATER COMPANY, LOUISVILLE METRO GOVERNMENT, andJEFFERSON COUNTY PROPERTY VALUATION ADMINISTRATOR (PVA). All Rights Reserved.
Some boundaries are uniquelysymbolized within the map.
Map RevisionMay 07, 2009
Aerial Date: 2006
Integrated Overflow Abatement Plan
Mill Creek SewershedVol. 3 - Sanitary Sewer Discharge Plan
Solution ID # S_MC_WC_NB01_M_01_A
1 inch = 800 feet
General representation of overflow abatement solutions are for
preliminary planning purposes. Alignments and locations may be
altered during design.
±
Shively Interceptor.mxd
Shively Interceptor
Preliminary - For Budget Development Only
Scalable when printed on 11" X 17" paper
Legend!!2 Documented SSO#0 Suspected SSO%2 Haul Operation[Ú Proposed Pump Station Solution[Ú Pump Station
WWTPProposed Pipe SolutionForce MainCollector < 12"Interceptor => 12"Combined Sewer PipeProposed Off-line StorageRoadStreamsFloodwaySmall WWTP Service AreaLarge WWTP Service AreaCSO AreaMetro Parks
SSO Project Number:
Project Name: East Rockford PS Relocation
Modeled Area:
Branch or SSO ID:
Project Type:
Receiving Stream:
Project Description:
Reason for Overflow:
Design Parameters / Assumptions:
Project Constraints:
Overflow Points Addressed:
SSO SSO Name Service Area Overflow Type Discharge To
Average Overflow /
Incident (gallons)
04699-W East Rockford PS West County Pumped Ground No data
Weighted Benefit/Cost Ratio
(Present Worth):
This solution is based on a 1.82 inch cloudburst rain event
N/A
Estimated Capital Cost (2008
dollars):
Pump Station Replacement and Relocation
Mill Creek
Relocate and replace East Rockford PS at 300 GPM. 150 LF of 4" force
main will be replaced. Additional 150 LF of 10" gravity improvements
required to relocate PS.
$1,044,000
Surface flooding
None at this time
S_MC_WC_NB02_S_03_C
SSO SSDP
Project Fact Sheet
Mill Creek
NB02
Report As of: 5/7/2009 Page 1 of 1
[Ú
[Ú
!!2
E ROCKFORD LN
STALLINGS AVE
WALNUT GROV
E AVE
LAMKINS CT
150 LF of 4" force main tobe replaced. Additional 150 LF of
10" gravity improvementsrequired to relocate PS.
EAST ROCKFORD LANE
Relocate and replaceEast Rockford PS at 300 GPM.
04699-W
This document was developed in color. Reproduction in black and white may not represent the data as intended.CMS Inc. SSDP Map Series:
Copyright © 2008 LOUISVILLE AND JEFFERSON COUNTY METROPOLITAN SEWERDISTRICT (MSD),LOUISVILLE WATER COMPANY, LOUISVILLE METRO GOVERNMENT, andJEFFERSON COUNTY PROPERTY VALUATION ADMINISTRATOR (PVA). All Rights Reserved.
Some boundaries are uniquelysymbolized within the map.
Map RevisionMay 07, 2009
Aerial Date: 2006
Integrated Overflow Abatement Plan
Mill Creek SewershedVol. 3 - Sanitary Sewer Discharge Plan
Solution ID # S_MC_WC_NB02_S_03_C
1 inch = 100 feet
General representation of overflow abatement solutions are for
preliminary planning purposes. Alignments and locations may be
altered during design.
±
East Rockford PS Relocation.mxd
East Rockford PS Relocation
Preliminary - For Budget Development Only
Scalable when printed on 11" X 17" paper
Legend!!2 Documented SSO#0 Suspected SSO%2 Haul Operation[Ú Proposed Pump Station Solution[Ú Pump Station
WWTPProposed Pipe SolutionForce MainCollector < 12"Interceptor => 12"Combined Sewer PipeProposed Off-line StorageRoadStreamsFloodwaySmall WWTP Service AreaLarge WWTP Service AreaCSO AreaMetro Parks