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<br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Christopher L. Doherty <br />Water Resource Engineer <br /> <br />Mr. Doherty is a water resources engineer for Lidstone & Anderson, Inc. (LA). Mr. <br />Doherty has experience in urban and rural hydrologic analyses for both local design and regional <br />planning. He also has experience in the evaluation and design of hydraulic structures and <br />systems. He has participated in field data collection and existing system inventory. <br />Mr. Doherty's experience includes the use of the U.S. Army Corps of Engineers Flood <br />Hydrograph Package (HEC-I), Water Surface Profiles Program (HEC-2) and River Analysis <br />System (HEC-RAS) for the development of on-site hydrology and hydraulic analysis in support <br />of numerous projects. These have included natural river systems as well as drainage channels <br />and detention facilities. Mr. Doherty is also experienced and proficient in the use of the <br />Colorado Urban Hydrograph Procedure (CUHP), the EPA's Stormwater Management Model <br />(SWMM), and the Federal Highway Administration's HY-8 culvert analysis model. <br />Descriptions of typical projects are listed below. <br /> <br />. Project engineer for the development of both a Master Drainage Plan and Final Drainage <br />Plan for the Centerport International Development near the Front Range Airport in <br />Adams County, Colorado. Mr. Doherty was responsible for all related hydrologic and <br />hydraulic analyses, and the evaluation and preliminary design of hydraulic structures for <br />the 7.7 square mile development, which required extensive use of both hydrologic and <br />hydraulic computer modeling. In conjunction with this, Mr. Doherty conducted detailed <br />hydrologic analyses using both the CUHP and SWMM models. He also performed <br />analyses of existing hydraulic structures as well as the design of storm water drainage <br />channels, detention facilities and the hydraulic design of flood control structures. <br /> <br />. Project engineer for the amendment to the Fossil Creek Master Plan for both Fossil <br />Creek and Stanton Creek upstream of the Union Pacific Railroad (UPRR) in Fort <br />Collins. Mr. Doherty modified the Fossil Creek Master Plan SWMM analysis based on <br />existing and anticipated changes in land use and channel improvements within the <br />drainage basin. The SWMM analysis also included a reanalysis of the detention area <br />between the UPRR and Trilby Road. He then modified the Master Plan HEC-2 analysis <br />based on current hydrology and delineated the loo-year floodplain to reflect the changes <br />in water surface elevation. <br /> <br />. Project engineer for revisions to the hydrologic analysis for the upper 3300 acres of the <br />Spring Creek basin in Fort Collins. In the process of developing a revised Master Plan <br />SWMM model, Mr. Doherty combined applicable portions of three existing models and <br />revised subbasin boundaries and runoff parameters to reflect current drainage patterns. <br />In addition, he developed storage-outflow rating curves for ten local and/or regional <br />detention ponds within the basin. Project engineer for the hydraulic design of channel <br />improvements and two bridge crossings of Spring Creek near Drake Road in Fort <br />Collins. Incorporating the results of the revised Master Plan hydrology, Mr. Doherty <br />used the HEC-RAS model to perform the hydraulic analysis for channel improvements <br />along a 1600 foot reach of the creek. <br /> <br />20 <br />