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<br />
<br />SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES
<br />
<br />Principal Modeler and Engineer, Flood Study for
<br />Jefferson Parish, New Orleans, 2314, Jefferson
<br />Parish, Jefferson Parish, New Orleans, 07/2004-
<br />Present. \,\'ork for Shaw Coastal and UPI on the
<br />mitigation of flooding at the Interchange of Clean,iew
<br />Pbvay and Earhart Expressway. The Army Corps of
<br />Engineer's HEC-H~IS model was used to generate
<br />rainfall-runoff relationship. PCS\VMi\I model was used
<br />to calibrate the model and to predict flooding condition
<br />under current physical condition and 19 other
<br />engineering modification options and 10-, 25-, 50-, and
<br />100-year storm condition. Currently, the option that can
<br />solve the flooding at the Interchange under lO-year
<br />storm is studied based on new configuration and post-
<br />[(atrina conditions. Final report will be submitted
<br />sometimes in February or i\[arch, 2006
<br />
<br />Preliminary report has been accomplished and a final
<br />report is pending on new survey data and information
<br />based on post-Katrina conditions.
<br />
<br />Jefferson Parish and its consultant (BeG -Brown,
<br />Cunningham, Gannuch) app[()\'ed of the model
<br />calibration and the proposed options in the model runs.
<br />Final apprO\'al is pending due to new model runs based
<br />on new information.
<br />
<br />Principal modeler, Moody Air Force Base - Fate and
<br />Transport Modeling, , US Corps of Engineers,
<br />Valdosta, GA, OS/2001- Present. Perform 3-D
<br />grounchvater flO\v and transport modeling to support
<br />\'arious remedial action alternati\"Cs, including pump-
<br />and-treat (vertical and horizontal wells), in-situ
<br />biotreatment etc. Flow model was calibrated
<br />successfully with state-of-art models.
<br />
<br />Six different sites were modeled indi\'idualh' and
<br />modeling reports submitted for each site. Currently,
<br />site-wide flow and transport modeling has been
<br />accomplished and report preparation is underway.
<br />
<br />Commendation to the Shaw Moody team from
<br />Department of f\ir Force for the Superior Performance
<br />in preparing the Correction Action Plan for the
<br />subsurface remediation of SS-38 site. The Plan was
<br />approved by both t\.Ioody AFB and the State of Georgia.
<br />
<br />Senior Modeler, West Virginia Ordnance Works -
<br />Fate and Transport Modeling, US Army Corps of
<br />
<br />Engineers, Mason County, WV, OS/2000 - Present.
<br />Simulate and predict flow and transport of three
<br />explosives, 2,4,6-TNT, 2,4-DNT and 2,6-DNT in the
<br />three water bearing zones and provide results and
<br />support for the remediation options in the feasibility
<br />study to protect \vater cluality in the intermediate and
<br />deep sands as well as the potential water usage at the
<br />property boundary.
<br />
<br />Two intermittent modeling reports have been
<br />accomplished and the final report is undenvay pending
<br />on new investigation results. 'I\vo presentations of the
<br />modeling results were presented to COE, EPA and
<br />\'(!VDEP.
<br />
<br />Commendation to the Shaw team from COE for
<br />performing "an excellent job in contributing to team
<br />scoping and meeting very tight schedules for proposal
<br />development and submission."
<br />
<br />Principal investigator and modeler, Derivation of
<br />Soil and Groundwater Concentrations Protective of
<br />Surface Water and Sediment for Longhorn Army
<br />Ammunition Plant, Texas, U.S. Army Corps of
<br />Engineers (Tulsa District), Longhorn Army
<br />Ammunition Plant, Karnack, TX, 10/2004 - OS/2005.
<br />The purpose of this modeling effort was to identify
<br />those sites at Lf-L-\AP where COCs in soil or
<br />groundwater represent unacceptable human health risk.
<br />Ele\'en sites were evaluated in terms of the
<br />concentrations resulted in migration to the nearby
<br />stream and groundwater. Concentration level protective
<br />of surface water, groundwater and sediment were
<br />derived. The simulated results were intended to be used
<br />for selection of risk-based alternati\'es, which are not
<br />necessarily alternati\'es il1\'olving clean up, in the
<br />feasibility studies for the sites.
<br />
<br />Draft final report has been submitted to the plant, EP [\
<br />and state agency in ~Iay 2005. No comments have yet
<br />been fed back.
<br />
<br />Principal Modeler, Myrtle Beach Air Force Base -
<br />Fate and Transport Modeling, etc., Department of
<br />Air Force, US Corps of Engineers, Myrtle Beach,
<br />SC, 01/2000 - 03/2005. 3-D groundwater flow and
<br />transport modeling was performed at SD-24, Fr-ll, and
<br />Building 50S sites to support feasibility study and legal
<br />suit case. Different scenarios of remedial actions were
<br />
<br />SHAW ENVIRONMENTAL, INC.
<br />
<br />3
<br />
<br />SONG KAI YAN, PH.D., P.E.
<br />
<br />OGC122006T
<br />
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