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<br />G. STEVE LOWRY <br /> <br />Page 3 <br /> <br />Project Manager for preparation of an NPDES Part 1 Application for the City of Commerce <br />City, Colorado. Mr. Lowry assembled data used for the NPDES application including a <br />complete survey of the storm sewer system, location and description of outfalls on Sand <br />Creek, map preparation showing required features, and compilation of administrative and <br />budgetary information. Dry weather sampling of outfalls was also completed. <br /> <br />Project Manager for the final design of improvements along West Toll Gate Creek in Denver, <br />Colorado. The design provided 6 drop structures to stabilizc the channel invert in this urban <br />environment. The structures are reinforced concrete with riprap blankets upstream and <br />downstream. The work is located in a park sctting so that existing contours werc to be <br />maintaincd and wetland material had to be replaced. Project value was $0.5M. <br /> <br />Water <br /> <br />Team Leader for the design of 600 km of secondary (300 mm and less) pipeline for Maynilad <br />Water Services, Inc. (MWSI), the water utility concessionaire, in Manila, Philippines. This 6- <br />month in-country assignment included the management of a staff of 20 engineers and CADD <br />operators. The task included data collection, development of a map base using digital <br />information, hydraulic modeling, development of design criteria, extensive field <br />investigations, the production of over 650 sheets of drawings, and development of technical <br />specifications. Extensive coordination with the business unit of J\tfWSI, local agencies and <br />residents was required in order to develop a practical design that could be implemented over <br />the next 3 years within the allowable budget. Documents were produced consisted with ADB <br />requirements. <br /> <br />Technical Advisor for the final design and construction of 42 miles of water transmission line <br />for the Northern Colorado Water Conservancy District in Loveland, Colorado. The line <br />consists of 26-inch and 24-inch tape coated and mortar-lined steel pipe with working <br />pressures up to 300 psi. The line branches off the existing Hudson/Ft Lupton branch of <br />NCWCD's Southern Pipeline fed from Carter Lake. This line delivers up to 16 cfs to an open <br />reservoir west of Fort Morgan, Colorado. Mr. Lowry designed a Pressure Control Vault and a <br />Flow Control Vault to provide the necessary hydraulic control. He finalized calculations on <br />both allowable weld stresses and required lengths for restrained pipe. He has also pcrformed <br />review of pipe submittals, made weekly plant inspections over a 4 month period to check on <br />weld testing, mortar lining, fabrication of fittings, coating applications, production schedules <br />and documentation, and assisted with field observations. Construction of the $12.5M line <br />began in October, 1998 and was completed ahead of schedule in July of 1999. Funding was <br />provided by a combination of loans and grants from the Rural Economic Community <br />Development agency and the Colorado Water Conservation Board. <br /> <br />Project Manager for Lost Creek/Prospect Valley Pipeline Feasibility Study, Colorado which <br />determined the feasibility of constructing a pipeline to bring 10,000 AF/year of water to <br />northern Denver. Involved analysis of utilizing a 42-inch pipeline over 18 miles, with head of <br />over 325 feet. A site layout was provided for the collection piping from three well fields with <br />a total of 12 wells. Storage was provided for over 5 mg. Pumping requirements were 3000 <br />Hp. Mr. Lowry performed alignment studies to minimize permit requirements and prepared <br /> <br />IVONTG(m'ERY V'ATSON <<D> <br />