Sanitation District No. 1 of Northern Kentucky Questcdn #10191194

Engineering Services for Dry Creek WWTP EQ Tank and Pump Station Planning Study

Sanitation District No. 1 of Northern Kentucky is seeking professional engineering services for a planning study at the Dry Creek Wastewater Treatment Plant (WWTP): - Government Buyer: - Sanitation District No. 1, KY (local government agency) - Scope of Services: - Professional engineering services for the Dry Creek WWTP Equalization (EQ) Tank and Wet Weather Pump Station Planning Study - Evaluate and develop two viable EQ storage alternatives, each with at least 13 million gallons of storage capacity - Advance alternatives to approximately 30 percent design level - Assess both cast-in-place concrete storage tanks and prestressed concrete storage tanks (including AWWA D110 Type III and AWWA D115 systems) - Comparative analysis of tank types, construction methods, geometry, site layout, delegated design, bidding competitiveness, construction staging, capital cost, and long-term O&M - Evaluate and design wet weather pump station alternatives for integration with existing plant - Products/Services Requested: - No specific OEMs or vendors named; focus is on engineering consulting and planning - Unique/Notable Requirements: - Emphasis on evaluating both cast-in-place and prestressed concrete tank systems - Minimum storage capacity of 13 million gallons per alternative - Integration with existing plant and consideration of operational, spatial, and constructability constraints - Deliverables to reach approximately 30 percent design level for selected alternatives

Description

SD1 is requesting proposals to provide professional engineering services for the Dry Creek WWTP EQ Tank and Wet Weather Pump Station Planning Study. The study aims to evaluate feasible equalization storage and pumping alternatives at the Dry Creek Treatment Plant, considering operational, spatial, and constructability constraints. The selected consultant will develop two viable EQ storage alternatives with a minimum of 13 million gallons capacity each, advancing to approximately the 30 percent design level. The study includes comparative analyses of tank types, construction methods, geometry, and pump station alternatives to integrate each storage option into the existing plant.

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