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

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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