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<br />Santa Ana Storm Drain Master plan, City of Santa Ana, Designer, 2013 ti
<br />Responsible for CADD design. Provided professional engineering services to update the city's storm A
<br />drain master plan, The city has an established dralnage system with some segments over 50 years, old y,
<br />and other segments recently constructed, Michael Baker analyzed the main line drainage system and n
<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 f
<br />determine system capacity sufficiency using a hydrodynamic hydraulic model, A comprehensive list of g
<br />needed storm drainage improvements was then generated. Performed a hydraulic analysis to size
<br />sufficient storm drain lines and provided an SSRI ARCGIS geodatabase of city storm drain facilities,
<br />Including storm drain pipes, city -awned drainage channels, manholes, catch basins, and culverts. „r
<br />Michael Baker used the Bentley software hydrodynamic hydraulic model Civilstorm, which uses
<br />hydrographs with in the hydraulic model to determine adequate p(pa sizing.
<br />w,N
<br />�II TAIT AppendN i Page 11
<br />�p
<br />x;. TAIT e, Associates, Inc,
<br />On -Call Engineering Services
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<br />Santiago Hills Ii, Irvine Community Development Company, Engineering Technician, 2015.2016
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<br />Completed the storm drain design plans for the on-site Improvements for Santiago Hills II Tract 16399
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<br />and for the. off-site Street Improvements Wlthln Santiago Canyon Drive and Jamboree 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 basin$ and biofiltration
<br />1
<br />I
<br />basins that supported thefuture development, This water quality system was designed to tie comply
<br />'
<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 tate off-slte studies. The Report includedhydrology analysis using
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<br />AES, hydraulics using WSPGW, catch basin design using AES and FlowMaster, hydraulics calculations, for
<br />the Water Quality Piping system design,
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<br />Subarea 2 Agrlcultural Preserve Master plan of Drainage, City of Chloe, Project Engineer, 209.5.7.016
<br />Prepared the Master Plan of Drainage (MAD) Report and Analysis for the AgrlculturRl Preserve storm
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<br />drain system, The 2016 MPU Incorporated amendments and updates to the Agricultural Preserve storm
<br />6
<br />drain systomthat were completed afterthe 2001 MPD, The 2016 MPD Included hydrologic and
<br />hydraullc analysis following the County of San Bernardino standards. The analysis was prepared for the
<br />i
<br />existing, Interim and ultimate! condition. The analysis provided alternatives for the master plan storm
<br />L
<br />drain systems In order to accommodate the City of Chino requirements, The MPD Inr..luded studies for
<br />ar
<br />regfonol water quality basin prellminarydesIgn following the Santa Ann Region Water Quality Board
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<br />Control And the San Bernardino County requirements, The storm drain design and regional water quality
<br />basin design optimized the basin location and sizes to maximize the developable land within the area.
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<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
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<br />storm draln Inventory including a Facility Mapping Tool which Is befog utilized to gather field data and
<br />a ii
<br />keep the City informed of the field work schedule and findings. Data gathering for the project Includas
<br />filling in missing as-bullt data such as Inverts and facility naming. The hydrology and hydraulics modeling
<br />P
<br />Is being completed utilizing GiS, XPSWMM, and XPWSPGW. This master plan Includes the integratlon of
<br />stormwater quality retrofit opportunities. The Master Plan will ultimately provide the City with a
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<br />comprehensive "living" storm water master plan. The master plan also Includes a project proritization
<br />scheme and a Capital Improvement Plan,
<br />^n
<br />Santa Ana Storm Drain Master plan, City of Santa Ana, Designer, 2013 ti
<br />Responsible for CADD design. Provided professional engineering services to update the city's storm A
<br />drain master plan, The city has an established dralnage system with some segments over 50 years, old y,
<br />and other segments recently constructed, Michael Baker analyzed the main line drainage system and n
<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 f
<br />determine system capacity sufficiency using a hydrodynamic hydraulic model, A comprehensive list of g
<br />needed storm drainage improvements was then generated. Performed a hydraulic analysis to size
<br />sufficient storm drain lines and provided an SSRI ARCGIS geodatabase of city storm drain facilities,
<br />Including storm drain pipes, city -awned drainage channels, manholes, catch basins, and culverts. „r
<br />Michael Baker used the Bentley software hydrodynamic hydraulic model Civilstorm, which uses
<br />hydrographs with in the hydraulic model to determine adequate p(pa sizing.
<br />w,N
<br />�II TAIT AppendN i Page 11
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