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Source <strong>of</strong> Supply Transmission Main<br />

Location<br />

St. Charles County, Missouri<br />

Client<br />

Missouri-American Water<br />

Services<br />

Hydraulic Analysis<br />

Design<br />

Plans <strong>and</strong> Specifications<br />

Cost Estimates<br />

Permit Applications<br />

Surge Analysis<br />

Const. Administration<br />

Resident Observation<br />

Construction Estimate<br />

$5.5 million<br />

Actual Construction Cost<br />

$5.6 million<br />

Construction Completion<br />

1997<br />

Contractor<br />

Michels Directional<br />

Crossings<br />

817 W. Main Street<br />

PO Box 128<br />

Brownsville, WI 53006<br />

(920) 924-4300<br />

Project Description<br />

In order to obtain approximately 30 million gallons per day <strong>of</strong> additional supply for their St.<br />

Charles District service area, Missouri-American Water constructed an interconnection with the<br />

City <strong>of</strong> St. Louis water system. The project involved the construction <strong>of</strong> approximately 20,000<br />

feet <strong>of</strong> 20- <strong>and</strong> 36-inch diameter pipe <strong>and</strong> a metered interconnection with the City <strong>of</strong> St. Louis.<br />

Also included was a 4,692-foot crossing <strong>of</strong> the Missouri River performed by the method <strong>of</strong><br />

horizontal directional drilling (HDD). The 36-inch <strong>pipeline</strong> was designed as steel, ductile iron,<br />

<strong>and</strong> prestressed concrete cylinder pipe for alternate bids.<br />

The horizontally drilled crossing <strong>of</strong> the Missouri River was one <strong>of</strong> the longest large diameter<br />

crossings performed at that time. Trenchless technology was the construction method <strong>of</strong> choice<br />

due to the need to maintain the integrity <strong>of</strong> the levee system bordering the river, <strong>and</strong> the<br />

unpredictable nature <strong>of</strong> the Missouri River. As the bottom pr<strong>of</strong>ile <strong>of</strong> the Missouri River<br />

constantly changes, particular attention was paid to preconstruction surveys <strong>of</strong> the channel <strong>and</strong><br />

the depth <strong>of</strong> installation.<br />

The transmission main alignment involved cross-country pipe installation through an area <strong>of</strong><br />

Missouri flooded in 1993 <strong>and</strong> 1995. Construction was carefully scheduled to avoid periods <strong>of</strong><br />

high river stage <strong>and</strong> minimize disruption <strong>of</strong> the City <strong>of</strong> St. Louis’ water treatment plant.<br />

HMM Role<br />

<strong>Hatch</strong> <strong>Mott</strong> MacDonald (HMM) was responsible for all aspects <strong>of</strong> the transmission main design,<br />

<strong>and</strong> prepared plans, specifications, cost estimates, <strong>and</strong> permit applications. Design <strong>of</strong> the<br />

directionally drilled crossing included thickness <strong>and</strong> material selection, corrosion protection,<br />

selection <strong>of</strong> alignment <strong>and</strong> grade, <strong>and</strong> geotechnical investigation.<br />

Project Highlights<br />

• 4,692-foot HDD Crossing <strong>of</strong> the Missouri River.<br />

• One <strong>of</strong> the longest large diameter crossings performed at that time.<br />

• Maintained integrity <strong>of</strong> levee system bordering the river.

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