Shaw Engineering Water System Projects

Susanville Cady Springs

In 2018 Shaw Engineering was approached by Dyer Engineering (now JUB) for assistance in the design of a booster pump station for the City of Susanville’s main spring water source, Cady Springs. The remote site is located on a hillside 3 miles west of Susanville. Portions of the spring collection system are over 100 years old. The network of springs produce over 1,100 GPM during high flow times. The existing gravity spring transmission main is riveted steel pipe and is installed on a hillside downstream of the spring site. The transmission main is only accessible by foot meaning repairs have to be made with hand tools and mules. The proposed Cady Springs Booster Pump Station had been designed twice since 2003, however due to the difficult terrain, construction costs were always too high and the project wasn’t feasible. After updated geotechnical information was provided by CME, Inc. it was determined the upper hillside of the site should not be excavated as it was a previous landslide area. Shaw worked through multiple iterations of pump station options focusing primarily on buried booster pumps in pump cans. In addition, the City wanted to maintain vehicle access through the narrow (14 ft +/- wide) site. Shaw was able to design a unique system of a deep precast clearwell for tight vertical drop of spring water which dropped piping for pump submergence. Vertical SS pump cans with submersible turbine pumps (1,090 GPM) were installed under traffic rated hatches in the access road and vent and electrical connections were surfaced adjacent the pump can vaults at the edge of the access road. Shaw also worked with the extremely tight footprint to locate a new gaseous chlorine facility, surge anticipation vault, bypass spring lines, overflow spring lines, an electronically actuated butterfly valve vault and mag meter vault. For the electrical system, Shaw recommended placing the electrical building at the top of the hillside which allowed the main SCADA panels and VFD pump starters to be located where there was easy access. The pump station was part of a larger water distribution project and once construction was underway, the City requested Shaw’s assistance for construction support for the entire distribution system and booster pump station project. During construction Shaw has been able to provide the City with multiple RFI responses to confirm hydraulic design options for multiple components of the distribution system project.

TMWA Boomtown Consolidation & Verdi Main Extention

TMWA contracted with Shaw Engineering to complete all design and to provide bidding and construction phase assistance for extension of their water system into Verdi. The goal of the project was to consolidate the Riverbelle Mobile Home Park (MHP) Public Water System and position the pipeline to extend supply to Boomtown for consolidation and future growth areas to the west. Shaw began the project with general planning meetings over three years ago and has since assisted with completion of th e initial Verdi Main Extension phase of the project. Shaw utilized Summit Engineering for survey services (8%) and Construction Materials Engineers, Inc. (CME) for geotechnical engineering services (13%). The Verdi main portion of the project was to install approximately 4,800 LF of 18″ DIP water main with the route going thru NDOT right of way, River Oak Subdivision and Riverbelle MHP. Design included complete cathodic monitoring, flush valves, multiple casing installations, etc. Shaw completed an alignment study and worked with NDOT on the most viable option. To complete the design, multiple agencies were involved. Shaw obtained a new encroachment permit from NDOT for the parallel and crossing installations, coordinated with River Oak Subdivision HOA for design of replacement of existing water lines and extension of sewer lines, coordinated with Washoe County for review of the new sewer lines, coordinated with Riverbelle MHP for design of encroachment onto the Mobile Home Park’s property and completed detailed design of multiple utility conflicts within NDOT right of way (fiber optic, electrical sewer and gas). In addition, Shaw had to coordinate multiple iterations of design with the West Meadows Subdivision which was extending the water line for the TMWA project to connect to. The project also received a $500,000 principal forgiveness (grant) through Nevada State Revolving Loan Fund (SRF) for the consolidation of the Riverbelle MHP Water System and Shaw assisted TMWA with the application and coordination with the State. Shaw has recently completed design of the Boomtown consolidation phase of this project. The consolidation design included a 42″ jack and bore under UPRR tracks, 20 ft+ deep receiving pit, UPRR permitting, 18″ and 16″ DIP waterline extensions and complete 1,100 GPM booster pump site (submersible-type) including landscape and electrical design. Other key personnel: Cody Black, P.E. & Nick O’Connor, E.I.

Fleish Penstock Replacement

TMWA experienced a premature liner failure on a 96″ diameter penstock at the Fleish Hydroelectric Facility. Shaw Engineering came on board and immediately assisted TMWA in assessing the condition of the 96″ pipe and assisting with development of options to bring the facility back online. Shaw determined that the penstock wall thickness was insufficient to meet the safety factors required during the surge pressures from the closure of the wicket gates of the turbine. TMWA commissioned Shaw to completely re-deisgn the 360 LF of 96″ riveted steel penstock pipe. There were many difficulties in the design of the project due to the complicated hillside installation, corrosion potential of steel piping, re-design of the profile of the pipe alignment to accommodate an access road and Steamboat Ditch crossing in a 4’x10′ RCB, and analysis of utilization of a partially buried pipeline. Detailed structural design was also required for connection of the penstock to the turbine inside/under the hydroelectric facility originally constructed in 1905. The work included extensive excavation, steel pipe installation, lining and coating of the pipe, welding, concrete and gunite, and electrical work. Shaw provided ongoing construction management and inspections, including RFI’s, submittals, weekly meetings and construction closeout support. Shaw partnered with a team of consultants and provided TMWA with a seamless design and management of this high profile project. Shaw utilized subconsultants for geotechnical services (CME, Inc. 10%), surveying services (Summit Engineering 2%), surge modeling (Utah State 1%), corrosion protection (RF Yeager 7%), field coating inspection (Martin Industrial Coatings 20%) and structural engineering (Hartman Engineering 10%). Key Personnel: Paul Winkelman, P.E., Project Manager

Tonopah Public Utilities – Water Relocation – NDOT Improvements

The Town of Tonopah’s water and sewer system along Main Street was first placed into service around 1905. The system has undergone some replacements and realignments. US Hwy 95 was installed through town in the 1940’s. In 2017, NDOT notified the Town the highway would be reconstructed and would include installation of significant storm drain improvements causing multiple risks and conflicts with the Town’s utilities. Shaw, as Tonopah Public Utilities (TPU) district engineer, immediately began to work with NDOT on planning for the reconstruction project. Shaw attended dozens of meetings with NDOT on behalf of TPU, performed extensive right of way and easement research for the corridor (much of which was provided to NDOT’s ROW division) and negotiated with NDOT to establish the water system’s prior rights within NDOT ROW. Shaw was able to obtain extensive historical documentation, which NDOT did not have, to help identify the extents of the aged sewer system. Shaw was also successful in helping TPU negotiate funding assistance through a hardship request to NDOT for financial assistance with portions of the sewer replacement without prior rights. For the design work, Shaw coordinated all horizontal and vertical conflicts with existing and planned utilities including, power, telephone, fiber optic and storm drain. Shaw reviewed the SUE data for the project and performed multiple field checks to ensure accurate basemap data. Shaw efficiently made multiple design adjustments and provided comments, recommendations and design assistance to NDOT for aligning multiple utilities within the right of way while maintaining maintenance access outside of travel lanes and utility separations which meet NAC requirements. Shaw also worked closely with the NDOT constructability/risk review and helped develop multiple value engineering options to reduce project costs and identify project risks. Lines include 8″ thru 12″ PVC and HDPE mains (4,050 LF) including 14″ & 16″ steel casings for highway crossings. 60%+ design has been completed by Shaw and final phased project development engineering design is currently underway with Phase 1 design in 2020, Phase 1 construction in 2021, Phase 2 design 2021 and Phase 2 construction in 2022-2023. (Shaw’s fee shown above is for water design only) Key Personnel: Cody Black, P.E., Project Manager and Marc Belanger, P.E., Sr. Engineer Design

Goldfield Town Transmission Main Project

Esmeralda County’s water system which serves the Town of Goldfield is supplied via a well field approximately 12 miles north of town. The aging water transmission main system and booster pump stations were in need of repair. Shaw has been assisting Esmeralda County with planning, funding applications, design and complete construction management of upgrading and replacing this system since 2014. The initial phases of the project included rehabilitation work to the wells, followed by reconstruction of two booster pump stations with a total of four 300 GPM vertical turbine booster pumps, new well buildings and two 20,000 storage tanks ($1.5M of construction cost). Following completion of the booster pump station and well improvement project in 2017 Shaw completed planning, hydraulic analysis and complete permitting, design and construction management of 8.4 miles of 10″ water transmission main to connect the wells and new booster pump stations ($3.5M of construction cost). Significant coordination was required with NDOT for construction access and BLM for environmental review assistance and permitting of the new lines across existing BLM right of ways. The transmission pipeline design required significant hydraulic analysis checks to ensure both surge and operating pressures were accounted for in pipeline specifications. Ultimately a combination of DR18 and DR25 PVC piping was utilized. In addition, extensive re-working of the pipeline profile was done through design to ensure limited fittings and limited air valves would be required. The transmission main included over 25 air valves, 11 gate valves and 8 blow off valve assemblies. For both of these project, Shaw utilized Susan Dudley for grant funding project coordination, Bigby and Associates for topographic surveying, CME, Inc. for geotechnical, Jensen Engineering for electrical, Hartman Engineering for structural and Oz Wichman for Resident Project Representative (RPR) services. Shaw performed all bidding, contract and construction management and all permitting aspects of both projects. These projects were funded by a combination of NDEP State Revolving Loan Fund and Community Development Block Grant. Shaw and its team efficiently implemented all requirements of the grant funds, including significant American Iron and Steel (AIS) compliance. Other Key Personnel: Steve Brigman, P.E., Quality Control; Cody R. Black, P.E. Planning Support