statement of qualifications pipeline, oil and gas services - Hatch Mott ...
statement of qualifications pipeline, oil and gas services - Hatch Mott ...
statement of qualifications pipeline, oil and gas services - Hatch Mott ...
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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.