Santee Lakes General Store and Improvements

Santee Lakes General Store and Improvements

Location: Santee, California
Client: Padre Dam Municipal Water District
Completion Date: 2023

Project Summary

As part of the Santee Lakes Dynamic Vision Plan, the General Store and Administration Building were remodeled to better serve campground and park guests. The project includes expansion of the General Store building and replacement of the Parks Administration Building, as well as re-construction of the adjacent parking lot. Site improvements throughout the project include sustainable, drought-tolerant landscaping and new parking.

During the Vision Planning process, Nasland provided planning phase consulting services with the goal of keeping most parts of the Preserve open during construction.

Scripps Institution of Oceanography (SIO), Stormwater Water Pollution Control Plan

Scripps Institution of Oceanography (SIO), Stormwater Water Pollution Control Plan

Location: La Jolla, California
Client: University of California, San Diego
Completion Date: 2007-2010

Awards

2011 “Outstanding Small Project Award” - ASCE
2011 “Project of the Year”- APWA
2010 “Outstanding Project” - ASCE

Project Summary

Nasland Engineering has been providing civil engineering services to UCSD’s Scripps Institution of Oceanography (SIO) over the past decade. Services included implementation of stormwater infrastructure projects in accordance with their master plan to improve overall campus drainage, reduce erosion, and reduce flooding.

SIO Stormwater Master Plan
Nasland provided civil engineering services for eight stormwater management projects for the UCSD GRANT program. The projects included: Director’s Office Storm Drain and Media Filters; Pier Area Media Filters and Drainage Upgrades; Hubbs Hall Low Flow Diversion; Seaside Forum; Storm Drain and Media Filter; and Wash Racks. The purpose of the GRANT program was to implement Best Management Practices (BMP’s) that included: pollution prevention measures; treatment controls; dry weather flow diversion; site controls to eliminate non-storm water discharges; reduce the loading of pollutants of concern; improve the water quality; and protect valuable ocean resources.

SIO Seawater Separation Return Pipeline
UCSD retained Nasland to provide design and construction support for the SIO Seawater Separation Return Pipeline project. The design for the new dedicated saltwater pipeline system was unusually difficult because of numerous and abrupt changes in grades, an extensive network of existing underground utilities, narrow roadways that could not be shut down due to operational and fire protection requirements, sensitive habitat and other environmental concerns. Due to these constraints, trenchless techniques were specified for most of the pipeline construction. Horizontal Directional Drilling (HDD) was used for new pipes and a Cured-in-Place Pipe Liner was installed in existing pipes that were reutilized in the system.

SIO Hubbs Hall Storm Drain Improvements
Nasland designed a horizontal directional drilled storm drain system to bypass the City of San Diego’s over capacity system. The project also involved changing out the storm water media on four storm water treatment basins.

UCSD Super Computer Expansion

UCSD Super Computer Expansion

Location: La Jolla, California
Owner University of California, San Diego
Completion Date: 2005-2008
Modifications: 2023

Project Summary

The San Diego Supercomputer Center project was a five level expansion and parking garage structure with a footprint of 18,250 square feet. The existing site was bordered by Hopkins Drive on the East and Voigt Drive on the south and the existing Supercomputer center on the west. Nasland Engineering provided grading and utility plans which included sewer, storm drain, and telephone.

The Super Computer expansion and parking garage site has several Civil Engineering challenges which required a detailed design and coordination effort in order to allow for this project to be constructed. All of these challenges were handled via quality design and coordination with other disciplines. The site sloped from the west to the east with variations in grade of 40 feet over the entire site. Grading required retaining via structure or retaining walls in order to accommodate the vast grade differences. The site drained well and continued to drain towards Hopkins Drive after expansion, with the appropriate Best Management Practices and storm water control systems being designed and constructed.

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