|
City of Santa Ana
<br />direction for Improved vehicular Ingress and egress. The slope will be graded and recompacted to accom•
<br />modats the roadway widening extending the top of the adjacent slope and extending the toe of the slope
<br />by 28 feet Into Swanson Park,
<br />Placentla MetroUnk Station Phases I and 11
<br />Orange County Transportation Authority Client Contact.-Lora Cross, Project Manager
<br />650 South Maln Street (714) 660.5788
<br />Orange, CA 92868 Project Dates: 2012 to 2017 (design completed; con-
<br />Willdan prepared plans, specifications, and estimates struction ongoing)
<br />for a Metrolink commuter rail station in the City of Protect Tesm: Tyrone Peter, John
<br />Knell, Mohsen
<br />Placentia. The station Is located on tracks owned b Ross X la John ay Wel Alexis Escobar,
<br />Y Ross Khlabant, Ray Wellington, Kenneth
<br />the BNSF Railway east of State Route 57 at the Krieger, Randy Shadowen, Bernardo
<br />northeast corner of Melrose Street and Crowther Av. Reyes, Sueana 8arrientos, Bryan Ngu-
<br />enue, The project site involved approximately 4.75 yen, Shells McCracken, Robert Burch,
<br />acres to provide a Metrolink commuter rail station Chrla stone
<br />that meets current and future transit demand and ADA requirements. The project Is expected to foster train
<br />ridership growth in the region. The station was planned as part of a key component of transit-oriented Bevel-
<br />: ; opment envisioned In the Westgate Specific Plan for the City of Placentia. The project Improvements In-
<br />cluded street, railroad track, and pedestrian improvements; rail platforms; and lighting, signing and striping
<br />of four parking facilities for 425 vehicles,
<br />t 'Water Well Rehabilitation. Well No 25
<br />City of South Gate Cliont CcntachArturo Cervantes, Public Works Director
<br />6650 Californla Avenue (823) 663,9512
<br />South Gats, CA 90280 Project Dates: 2008-2010
<br />The City of Southgate rehabilitated its Well No. 25 Project Team: Mike Bustos, Selena Midden
<br />due to holes in the existing low carbon steel wire wrap screen, which has limited well production, The holes
<br />In the wire wrap screen were In the lower 850' of the 1350' deep well, As a result, the production from the
<br />lower 850' of Well No, 25 was only 20% of the overall well production,
<br />The City desired to fill the lower 650' of the well with concrete slurry to eliminate the zones with holes in the
<br />wire wrap screen. The City required a hydrogeologlst to review, evaluate, and assess the proposed rehabil•
<br />Ration program, based on the information provided by the City, including, but not limited to, well completion
<br />reports, well geophysical logs, well Inspection videos, hydraulic efflclenoy tests, and water quality test re-
<br />sults.
<br />After review and assessment of the existing well conditions, a summary report was prepared and provided
<br />to the City discussing the risks and benefits associated with alternative rehabilitation procedures. Plans and
<br />i specifications for well rehabilitation were prepared based on the City's direction resulting from review of the
<br />hydrogeologist's summary report, After well rehabilitation was completed, a test pump was conducted to
<br />determine the maximum output of the well,
<br />° Proposal for On -Call Engineering, 27
<br />Gomprehenelve, Innovative, Trusted, RFP No. 1.7-083
<br />
|