Document and System Review: Review existing General Plan documents, Green Infrastructure Plan,\nCombined Sewer Model, operational data from field staff, plant operational information, and any\nadditional documents required to complete the evaluation.\n\n2.
Do you have the sewer modeling files? Yes. Is it possible to get a copy of the modeling files for the proposal effort? We have sewer modeling files, that are estimated at 80% accurate. No, it is not possible to distribute in advance of proposals. g. Do you anticipate condition assessment of gravity collection system lines to be a part of this study? No.
Project: Treatment Plant Hydraulic and Process Modeling Ref. #: RFQ 2022-019 Department: Sewers Type: RFSQ Status: Open Open Date: Nov 15th 2022, 4:00 PM EST Questions Due Date: Dec 7th 2022, 1:30 PM EST Close Date: Jan 12th 2023, 1:30 PM EST Days Left: < 1 Project Description:The Metropolitan Sewer District will be developing a WWTP Simulator of the Mill Creek WWTP; updating the process and hydraulic models for the Muddy Creek and Indian Creek WWTPs
TASK 2-DATA COLLECTION 2.1 The Engineering Consultant shall gather, review, and evaluate available data from the Town and other sources as necessary, to include, but not be limited to, the following: • Service Area Map • Sewer Maps • Operational records to become familiar with the existing sanitary sewer system operations • Flow monitoring and modeling data 2.2 The study must include evaluation of the sanitary sewer pipe capacity/flow during moderate
The project consists of a major regional pump station in the general vicinity of Kerr Avenue and College Road with a large diameter sewer force main that discharges at the Northside Wastewater Treatment Plant. This infrastructure is identified as the Kerr RPS and 21,565 LF of 24-inch sewer force main on the attached sketch entitled “Northern NHC Sewer Planning to Increase Availability.”
The Village of Lima owns and operates their own sanitary sewer system that includes a wastewater treatment plant that is permitted to treat a maximum of 300,000 gallons per day. During rain events the flow into the plant has reached as high as 931,000 gallons per day. The added flow due to sources of inflow and infiltration puts the Village at risk of exceeding their discharge permit as well as adding undo stress on the plant.
Service Category H – Strategic Asset Management, Planning, and Modeling Services The consultant will perform strategic asset management, planning and modeling services for water, sewer, and stormwater infrastructure.
