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25E - AGMT WATER ENGINEERING CONSULTING
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25E - AGMT WATER ENGINEERING CONSULTING
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Last modified
9/13/2018 5:01:52 PM
Creation date
9/13/2018 4:56:12 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
25E
Date
9/18/2018
Destruction Year
2023
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Bob Ohlund, PE <br />Principal in Charge <br />Bob Ohlund is Vice President of Dudek and has more than 33 <br />years' engineering consulting experience focused on <br />developing creative and sustainable solutions for public <br />infrastructure. Mr. Ohlund is an expert in water, wastewater, <br />and recycled water resource projects, serving in program <br />management, project management, and construction <br />management roles. His leadership in planning, design and <br />construction of new facilities and rehabilitation of existing <br />facilities has culminated in many successful projects. <br />EDUCATION <br />University of Southern California <br />BS, Civil Engineering, 1983 <br />CERTIFICATIONS <br />Professional Civil Engineer, CA No. 41006 <br />PROFESSIONAL AFFILIATIONS <br />American Water Works Association (AMA) <br />since 1963, #0081539 <br />Water Environment Federation (WEfTEC), <br />#01786979 <br />Project ExperienceAmerican Society of Civil Engineers <br />I (ASCE), #424585 <br />Artificial Circulation Systems for Mathis Reservoir and Orange County Water Association, 1983 - <br />Bear Brand Reservoir, Moulton Niguel Water District, present; Board of Directors (1994-2000); <br />California. Project manager for the design of an artificial I President (2000) <br />circulation system In Mathis Reservoir and Bear Brand <br />Reservoir. The circulation system included the installation of a motor driven submersible mixer. This mixer <br />consisted of large "banana blade' propeller driven by a 3.5 horsepower motor, mounted on a mast <br />allowing for removal and installation of the mixer, without taking the reservoir out of service. The mounting <br />system was structurally designed to complement the existing steel tank's internal structural features. A new <br />hatch was provided in the roof of the reservoir over the mixer, complete with a davit crane to facilitate <br />removal and installation. In addition, seven sampling ports, tubing, and valving were designed to facilitate <br />the Moulton Niguel Water District's confirmation of water quality within the vertical scope of the reservoir. <br />Aeration and Electrical Upgrades, Muirlands Wastewater Treatment Plant, Los Alisos Water <br />District Aeration units in Lagoons Nos. 2 and 3 were added to increase the dissolved oxygen to enhance <br />the lagoon performance in the secondary treatment process. Electrical power service was designed to <br />accommodate the ultimate aeration requirements of the lagoons. <br />Zone 4 and 6 Reservoirs Artificial Circulation Evaluation, Irvine Ranch Water District, <br />California. Project manager for the evaluation of inducing artificial circulation or mixing of stored water in <br />an attempt to increase water quality in the system. Baffles, submersible mixers, and alternative operational <br />scenarios were evaluated with cost estimates, and present worth analyses were used to quantify the costs <br />and benefits. In addition, computer modeling using computational fluid dynamics of the preferred mixing <br />alternatives was performed to evaluate the effectiveness of the alternatives to support recommendations <br />for the improvements. <br />North Trumble Recycled Water Storage Ponds, Eastern Municipal Water District, Perris, <br />California. Project Manager for the design of two new recycled water ponds that will provide the District <br />with approximately 1,500 acre-feet (489 million gallons) of additional seasonal storage capacity. Coordinated <br />special studies, including geotechnical investigations to further characterize the groundwater conditions and <br />is evaluating several potential means and methods for a concentrated dewatering operation in the proposed <br />excavation area, thereby avoiding the need to drain the existing pond for the duration of construction <br />25E-48 <br />
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