Completed the Inundation map and studies for three dams. The ERB dam which is a “high hazard” dam with failure flows terminating in Lake Tahoe was approved by DSOD in the spring of 2020. The EAP was submitted later in the summer and has been reviewed by OES. The much larger Harvey Place and Indian Creek dams have recently been approved by
Completed the Inundation map and studies for three dams. The ERB dam which is a “high hazard” dam with failure flows terminating in Lake Tahoe was approved by DSOD in the spring of 2020. The EAP was submitted later in the summer and has been reviewed by OES. The much larger Harvey Place and Indian Creek dams have recently been approved by DSOD. These dams are located in Alpine County and inundate communities several miles away in (Minden area) Nevada.
The project involved updating an existing system hydraulic model with existing system improvements and changes to well operation. The model was calibrated to existing conditions using a series of fire flow tests. Once calibrated, the model was used to determine areas of undersized piping not meeting fire suppression requirements. Proposed
The project involved updating an existing system hydraulic model with existing system improvements and changes to well operation. The model was calibrated to existing conditions using a series of fire flow tests. Once calibrated, the model was used to determine areas of undersized piping not meeting fire suppression requirements. Proposed pipelines were sized using the model. The model includes 12 wells and over 38 miles of pipelines. An implementation plan was developed for the area which outlines the design and permitting requirements for the overall pipeline and meter installation improvements.
Performed hydrologic and hydraulic and scour analyses for eight bridge replacement projects in San Joaquin County and currently under contract for seven more. Analyses include changes in water surface elevations and velocities using HEC-RAS, tidal hydraulic effects and scour depth calculations. Design for scour countermeasures were provided.
D&A provided detailed watershed hydrology for a 430 square mile watershed including two reservoirs and five tributary streams. Stream hydraulics and floodplain mapping were provided for approximately 6000 feet of channel through an approximately 1500 acre development. D&A provided levee, pump station, and regional detention basin desig
D&A provided detailed watershed hydrology for a 430 square mile watershed including two reservoirs and five tributary streams. Stream hydraulics and floodplain mapping were provided for approximately 6000 feet of channel through an approximately 1500 acre development. D&A provided levee, pump station, and regional detention basin design along with coordination and negotiations with Army Corp of Engineers, San Joaquin County, Central Valley Flood Control Board, and City of Stockton regarding flood control improvements. This project also included three highway bridge crossings and two railroad bridge crossings. Three regional detention basins equaling 1600 acre-feet of storage were included in the project design.
Provided final design of interior drainage facilities and construction management for approximately one mile of floodwall for the community of Yountville. The wall height ranges from two feet to nine feet. A new pump station and detention basin was part of the interior drainage system. Additionally, D&A provided HEC-RAS modeling of the
Provided final design of interior drainage facilities and construction management for approximately one mile of floodwall for the community of Yountville. The wall height ranges from two feet to nine feet. A new pump station and detention basin was part of the interior drainage system. Additionally, D&A provided HEC-RAS modeling of the Napa River and two main tributaries through the town of Yountville. Follow-up services included a CLOMR and LOMR to remap the floodplain limits for the town and preliminary design for channel improvements, detention facilities, and new drainage pipelines within the town limits.
D&A provided hydrology and hydraulic analysis for outfall facilities through a large housing development in the community of El Dorado Hills. Following significant flooding events, after identification of deficient facilities, D&A provided channel inlet structure and pipeline facility designs to remedy the flooding problems.
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