1025 Sweetwater Road|Spring Valley, CA| 200 GPM - 12.4' TDH

Hannah Duncan100-Year Storm, 100gpm - 300gpm, Commercial Development Stormwater, Flood Control, Groundwater Reclamation, Pacific, Parking Lot Drainage, Stormwater, Stormwater Collection, Stormwater Runoff, Water Reuse

NLA Spring Valley LLC was constructing a commercial development and in need of a stormwater lift station. This Romtec Utilities stormwater pump system was needed for small and 100-year storm events for a commercial development.

Laguna Canyon Group|San Clemente, CA | 14 GPM - 22' TDH

jweddell5gpm - 50gpm, Commercial Development Stormwater, Flood Control, Mixed Use, Mixed Use Development, Modular Wetlands, Pacific, Parking Lot Drainage, Stormwater, Stormwater Collection, Stormwater Runoff, Stormwater Treatment

The development of multiple retail outlets in San Clemente, California required the installation of a stormwater pump station. The system needed to work with the specifications of another pumping system by discharging collected stormwater through an on-site biofiltration treatment system.

Bay 101|San Jose, CA|31-187 GPM - 10.2'-20.6' TDH

jweddell50gpm - 100gpm, 5gpm - 50gpm, Commercial Development Stormwater, Flood Control, Modular Wetlands, Pacific, Parking Lot Drainage, Stormwater, Stormwater Collection, Stormwater Runoff, Stormwater Treatment

The new Bay 101 casino required 6 stormwater pump stations to handle low flows of stormwater in San Jose, California. Each pump station will help serve new hotels as this casino facility expands. These pump stations needed to meet the low flow requirements while maintaining consistent head conditions.

Westfield Valley Fair Mall in Santa Clara California

Westfield Valley Fair Mall|Santa Clara, CA|31 GPM - 10.7' TDH

jweddell5gpm - 50gpm, Commercial Development Stormwater, Pacific, Parking Lot Drainage, Stormwater, Stormwater Collection, Stormwater Runoff

The revitalization of a large mall in Santa Clara, CA required a new pump station to handle low flows of stormwater runoff from a section of the parking lot. This system utilized an economic design with a 4-foot ID precast concrete wet well, schedule 80 PVC discharge piping, and small ½ hp Weil pumps in a duplex configuration.