25E - AGMT - ON-CALL ENGINEERING SRVS

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City of Santa Ana direction for improved vehicular ingress and egress. The slope will be graded and recompacted to accom- modate the roadway widening — extending the top of the adjacent slope and extending the too of the slope by 28 feet into Swanson Park. Placentia MetroUnk Station Phases t and 11 Orange County 7Yansportatlon Authority Client Contact: Lora Grass, Prolect Manager 550 South Main Street (714) 560-5788 Orange, GA 92868 Project Oates: 20 12 to 2017 (design completed, con- Willdan prepared piens, speoifloaUons, and estimatesProtect stnrct"nn ongoing) for a Metrolink commuter rail station In the City of '% team: RUNMITyrone Peter, n Hid Knoll, AlexMohis Sz Placentia. The station Is located on tracks owned b RossA n, John Hidalgo, Kenneth Y Ross dthiatxarx►, Ray Wellington, Kenneth the BNSF Railway east of State Route 57 at the Krueger, Randy Shadowen, Bernardo northeast corner of Melrose Street and Crowther Av- Reyes, Susana Banientos, Bryan Ngu- enue, The project site involved approximately 4.75 yen, She/ta McCracken, Robert Burch, acres to provide a Metrot,ink commuter rail station Chris stone that meats current and future transit demand and ADA requirements. The project is expected to foster train ridership growth In the region. The station was planned as part of a key component of transit-oriented devel- opment envisioned in the Westgate Specific Plan for the City of Placentia. The project improvements in- cluded street, railroad track, and pedestrian Improvements; rail platforms; and lighting, signing and striping of four parking facilities for 425 vehicles, Water Well Rehabilitation- Well No 25 Cqy of South Gate Client Contact:Arturo Cervantes, Public Works Director 8650 Califomfa Avenue (828) 56s,012 South Gate, CA 90280 Project Dates: ROOS-2010 ` The City of Southgate rehabilitated its Well No. 25 PrGfent 7'earn: MAA Bustos, Selena Midden due to holes in the existing low carbon steel wire wrap screen, which has limited well production. The holes In the wire wrap screen were In the lower 850' of the 7350' deep well. As a result, the production from the lower 650' of Well No. 25 was only 20% of the overall well production. The City desired to fill the lower 650' of the well with concrete slurry to eliminate the zones with holes in the wire wrap screen. The City required a hydrogeologist to revlew, evaluate, and assess the proposed rehabil- nation program, based on the information provided by the City, including, but not limited to, well completion reports, well geophysical logs, well Inspection videos, hydraulic off iclsncy tests, and water quality test re- sults. After review and assessment of the existing well conditions, a summary report was prepared and provided to the City discussing the risks and benefits associated with alternative rehabilitation procedures. Plans and specifications for well rehabilitation were prepared based on the City'sdirsction resulting from ra Isw of the hydrogeologlst's summary report. After well rehabilitation was completed, a test pump was conducted to determine the maximum output of the well. Comprehenslve. innovative. Trusted. 25E-689 Proposal for On -Cali Engineering. 27 RFP No, 17-083