Site work for a water / sewer project in Lexington, Kentucky. Completed plans call for site work for a water / sewer project.

Greenbrier 2 Pump Station Replacement In accordance with Section VII, paragraph G of the Consent Decree, DWQ has prepared and submitted to the Environmental Protection Agency (EPA) and the Kentucky Division of Enforcement (DOE) its Remedial Measures Plan (RMP), Groups 1, 2, and 3. The Group 1 RMP calls for construction of the G2PS Project with construction completion by the following date: o G2PS Construction Completion - End of 2028 The proposed design of G2PS will incorporate the required components for a Class C Pump Station per LFUCG's Pump Station Manual and will be located per the attached TM/PER at site PS3. This proposed site is located in the rear of 2739 Martinique Ln, Lexington, KY 40509 along Winchester Road and will share the site with existing Windstream utilities and access road off Winchester Road. This project design will required extensive coordination with the pending KYTC widening project. The GB2PS will be designed to pump wastewater flows up to the design 2-year, 24-hour storm event per the future conditions model. The proposed PS shall have a firm capacity of 0.75 mgd (521 gpm) and the force main shall be sized to accommodate growth and expansion of the PS at a future date. Project scope includes a new pump station design as well as site work, all gravity sewer, manholes, and force main along Winchester Road to connect the new pump station to the existing LFUCG-DWQ collection system, and decommission of the existing pump station. See the TM/PER for additional information on the recommended alternative PC3. Scope Phases A. Phase I: Geotechnical Desktop Review 1. Desktop review of all available geologic and geotechnical information pertaining to the project. 2. The results of this review shall be delivered as a memorandum to Engineer and Owner for review. B. Rock Soundings 1. Perform or have performed rock soundings along the sanitary sewer alignment at all proposed manhole locations and at 50-foot intervals between proposed manholes. C. Phase II: Field Exploration and Laboratory Testing 1. Field exploration to perform soil and rock core borings, and laboratory testing of selected soil and rock core samples, at locations approved by Owner. 2. The required data shall be delivered as a draft report to Engineer and Owner for review. D. Phase III: Additional Geotechnical Investigation (IF NECESSARY) 1. Additional field exploration and laboratory testing to be performed on an IF NECESSARY basis, with the plan to be approved by Engineer and Owner following review of Phase I and Phase II results. 2. Additional testing locations will target areas of concern for construction and information gaps if necessary. 3. The results of all field exploration and testing shall be delivered as a finalized report (including information from Phase I and Phase II investigations) to Engineer and Owner. If Phase III is not required, a finalized copy of the Phase II draft report with any comments incorporated shall be submitted to Engineer and Owner. Question Deadline 06/30/2025 at 4:00 PM ET MBE (5%), WBE (12%), DVBE (3%) The GB2PS will be designed to pump wastewater flows up to the design 2-year, 24-hour storm event per the future conditions model. The proposed PS shall have a firm capacity of 0.75 mgd (521 gpm) and the force main shall be sized to accommodate growth and expansion of the PS at a future date. Project scope includes a new pump station design as well as site work, all gravity sewer, manholes, and force main along Winchester Road to connect the new pump station to the existing LFUCG-DWQ collection system, and decommission of the existing pump station. See the TM/PER for additional information on the recommended alternative PC3. The Greenbrier #2 Pump Station (G2PS) is currently slated for improvement as a part of the Lexington-Fayette Urban County Government (LFUCG) Remedial MeasuresProgram (RMP). The primary focus of all RMP projects is to mitigate exi sting sanitary sewer overflows (SSOs) by sizing pump stations and the sanitary sewer collection system to conveya 2-year, 24-hour storm event. The purpose of this PER is to identify and consider improvements needed to the G2PS to conveythe 2-year, 24-hour design storm and improv e the G2PS to comply with the requirements of the LFUCG "Sanitary Sewer and Pump Station Manual.emp Stump, Rem, 6 inch to 18 inch