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O MNS
<br />Robin Hill Road Sewer Main Replacement, Goleta
<br />Sanitary District, CA. Project Manager. This project
<br />provides planning and design services for the
<br />replacement of 1,250 linear feet of 10-inch-diameter
<br />vitrified clay sewer pipe located in Robin Hill Road in
<br />Goleta, CA. Construction for the project will include
<br />ground dewatering and sewer bypassing. The preliminary
<br />design effort included field survey, sewer flow monitoring,
<br />desktop review of geotechnical studies within the project
<br />area, and preparation of Basis of Design report for sewer
<br />replacement. Field survey determined the sewer includes
<br />a vertical sag in profile resulting in loss of hydraulic
<br />capacity. Based on findings, final design for replacement
<br />sewer is ongoing. Final design includes additional
<br />geotechnical investigations and preparation of final
<br />contract documents for construction including traffic
<br />control plans. MNS will lead the effort to obtain
<br />encroachment permits from the Cities of Goleta and
<br />Santa Barbara for project construction.
<br />Engineering Services for GIS Data Management,
<br />Goleta West Sanitary District, CA. Project Manager.
<br />Responsibilities include updating and maintaining the
<br />City's Sanitary District Geographic Information Systems
<br />(GIS) database, correcting known inaccuracies and
<br />adding new developments based on CAD files. The
<br />project included the creation of an atlas map book and
<br />wall map for the District.
<br />El Estero Wastewater Treatment Plant Sodium
<br />Hypochlorite Line Replacement Project, City of Santa
<br />Barbara, CA. Project Engineer. This project replaced an
<br />existing chemical feed line at the Santa Barbara
<br />Wastewater Treatment Plant. The project included
<br />development of complete project plans and specifications
<br />to install approximately 600 linear feet of two %-inch
<br />chemical feed lines double contained in 4-inch conduit,
<br />as well as a chlorine dosing regulation station to allow
<br />chlorination of multiple areas within the treatment plant.
<br />Coastal Inflow and Infiltration Reduction Project, City
<br />of Santa Barbara, CA. Project Engineer. This project
<br />developed design plans to rehabilitate approximately
<br />3,300 linear feet of 33-inch vitrified clay pipe (VCP)
<br />sewer main located west of Cabrillo Boulevard in Santa
<br />Barbara. Some of the manholes are located in the sandy
<br />beach area, which required special environmental
<br />mitigation measures. The alignment crosses under
<br />Mission Creek and the entrance to Stearns Wharf, which
<br />necessitated extensive public coordination requirements.
<br />The project included lining of the existing sewer without
<br />bypassing. A spiral wound polyvinyl chloride (PVC) pipe
<br />lining product was specified.
<br />Nick Panofsky, PE, QSD j RESUME PG 2
<br />Inflow and Infiltration Master Plan, Ojai Valley
<br />Sanitary District, CA. Lead Engineer. As a result of a
<br />aging and deteriorated collection system, the District
<br />experiences high peak wastewater flow rates during wet
<br />weather. Responsibilities included researching,
<br />documenting, writing and completing a master plan to
<br />evaluate the inflow and infiltration (I&I) issues within the
<br />District's service area. The end product documented the
<br />areas experiencing the highest levels of I&I within the
<br />service area, as well as developed anticipated
<br />construction costs to mitigate these issues.
<br />Flying Flags Sewer Line Repair, City of Buellton, CA.
<br />Project Manager. The project replaced approximately
<br />150 linear feet of 10-inch cast iron and vitrified clay
<br />gravity sewer main with PVC, installed a new manhole,
<br />and raised another manhole to grade to reduce
<br />infiltration. Located within a mobile home park, close
<br />coordination occurred with a large number of transient
<br />residents. Additionally, the sewer line —installed at a
<br />depth of approximately 15 feet in soft sandy soils —
<br />required a nearly 30-foot-wide excavation for the entire
<br />length of the project alignment. Unknown utilities also
<br />had to be located and protected. Responsibilities
<br />included managing a team of engineers, drafters, and
<br />other staff to develop detailed contract documents for
<br />replacing.
<br />Harvard Boulevard Improvements, Peck Road to
<br />Elizabeth Court, City of Santa Paula, CA. Senior
<br />Project Engineer. This project installs over 10,000 linear
<br />feet of potable water and gravity wastewater pipeline.
<br />Improvements include abandonment of the existing 24-
<br />inch vitrified clay pipe (VCP) sewer main and manholes,
<br />installation of 46 of 36-inch polyvinyl chloride polystyrene
<br />(PVC PS) sewer main approximately 2,840 feet in length,
<br />installation of 13 pre -cast polymer manholes,
<br />replacement of sewer service laterals, and connections
<br />to existing sewer mains.
<br />El Camino De La Luz and Via Lucero Lift Stations,
<br />City of Santa Barbara, CA. Project Manager. This
<br />project designed a new 6-inch redundant force main to
<br />supplement the existing 100-linear-foot, 4-inch high -
<br />density polyethylene pipe (HDPE) force main. MNS
<br />provided a detailed alignment alternatives analysis from
<br />both cost and hydraulic perspectives. This project was
<br />part of the larger Force Main Improvements project.
<br />Responsibilities included managing a team of engineers,
<br />drafters, and other staff to develop detailed contract
<br />documents for the construction of multiple wastewater
<br />force mains. Design of both force mains was placed on
<br />hold pending availability of funding.
<br />APPENDIX B. RESUMES M
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