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TAIT & Associates, Inc. <br />On -Call Engineering Services <br />Santiago Hills It, Irvine Community Development Company, Engineering Technician, 2019-2016 <br />Completed the storm drain design plans for the on -site Improvements for Santiago Hills 11 Tract 16199 <br />and for the off-s1te Street Improvements within Santiago Canyon Drive and Jambolro Road. Tract 16199 <br />is a 200 acre development located In the City of Orange. The project comprise a water quality basin <br />system that Included a combination of emergent marshes, extended detention basins and b1ofiltration <br />basins that supported thefuture development, This water quality system was designed to tie comply <br />with all the regulations and to satisfy the client needs. Prepared the Hydrology and Hydraulics Basis of <br />Design Report for both the on -site and the off -site studies. The Report included hydrology analysis using <br />AM hydraulics using WSP(iW, catch basin design usingAES and FlowMaster, hydraulIcscalculations. for <br />the Water OualltV Piping System desigm <br />Subarea 2 Agricultural Preserve Master Plan of Drainage, City of Chino, Project Engineer, 2015-20ifi <br />Prepared the Master Plan of Drainage (MPD) Report and Analysis for the Agricultural Preserve storm <br />drain system. The 2016 MPD Incorporated amendments and updates to the Agricultural Preserve storm <br />drain system that were completed after the 2001 MPD. The 2016 MPD Included hydrologic and <br />hydraulic analysis following the County of San Bernardino standards. The analysis was prepared for the <br />existing, Interim and ultimate conditlon.The analysis provided alternatives for the master plan storm <br />drain systems In order to accommodate the City of Chino requirements. The MPD Included studies for <br />regional water q uallty basin preliminary design following the Santa Ana Region Water Qualfty�aoard <br />Control and the San Bernardino County requirements. The storm drain design and, regional water quality <br />basin design optimized the bashi.location and sizes to maximize the developable land within the area. <br />Storm Water Master Plan, City of Rancho, Palos Verdes, Project Engineer, 2014-2015 <br />The Rancho Palos Verdes Storm Water Master Plan Includes the development of a GIS database for the <br />storm drain Inventory including a Facility Mapping Tool which Is being utilized to gather field data and <br />keep the City Informed of the field workschedule and findings. Data gathering for the project Includes <br />filling in missing as -built data such as Inverts and facility naming. The hydrology and hydraulics modeling <br />Is being completed utilizing GIS, XPSWMM, and XPWSPGW. This master plan Includes the Integration of <br />st,Drmwater quality retrofit opportunities. The Master Plan will ultimately provide the City with a <br />comprehensive "living" storm water master plan, The master plan also Includes a project prioritization <br />scheme and a Capital Improvement Plan. <br />Santa Ana Storm Drain Master Plan, City of Santa Ana, Designer, 2013 <br />Responsible for CADO design. Provided professional engineering services to update the city's storm <br />drain master plan, The city has an established drainage system with some segments over So years, old <br />and other segments recently constructed. Michael Baker analyzed the main line drainage system and <br />prepared a hydrology study along with maps for the entire city boundary and for Individual sub -areas for <br />2-,10-,25- and 100-year storm events, The capacity of the existing storm drainage was evaluated to <br />determine system capacity sufficiency using a hydrodynamic hydraulic model. A comprehemlve list of <br />needed storm drainage Improvements was then generated. Performed a hydraulic analysis to size <br />sufficient storm drain lines and provided an ESRI ARCGIS geodatabase of city storm drain facilities, <br />Including storm drain pipes, city -owned drainage channels, manholes, catch basins, and culverts. <br />Mlchaef Baker used the Bentley software hydrodynamic hydraulic model CIvIIStonn, which uses <br />hydrographs with In the hydraulic model to determine adequate pipe sizing. <br />I I i�M_ Appendix I Page 11 <br />2 E-590 <br />17 <br />an <br />I <br />ri <br />11 <br />La <br />