412 2002 Geotech Study Lake Bard Water Filtration Spec 412 1-23-02.pdf

PDF 1 MB Posted

Attached to
633 Calleguas Water Campus Staff Housing Replacement Project
Solicitation number
633
Issued by
Ventura County, California

About this file

This is a Geotechnical Study specification document prepared for the Calleguas Municipal Water District in California, detailing technical requirements for subsurface investigation and analysis related to the Lake Bard Water Filtration project. The specification outlines comprehensive geotechnical engineering services including soil borings, laboratory testing, and geological assessment necessary to support the design and construction of water filtration infrastructure. The document establishes detailed protocols for drilling operations, sample collection, laboratory procedures for soil classification and engineering properties testing, and the preparation of a final geotechnical report with recommendations for foundation design and site preparation. The specification was dated January 23, 2002, and defines the scope of work required to characterize subsurface conditions at the project site to ensure structural integrity and proper functionality of the filtration system.

The specification incorporates industry-standard testing methods and ASTM procedures for geotechnical investigations, requiring the consultant to perform in-situ testing, obtain representative soil samples at specified depths, and conduct laboratory analysis to determine bearing capacity, settlement characteristics, and soil composition. The document emphasizes quality assurance requirements, documentation standards, and the preparation of comprehensive technical reports with geological cross-sections and engineering recommendations. The geotechnical study serves as a prerequisite investigation phase supporting the larger Calleguas Water Campus Staff Housing Replacement Project located at the district's 2100 E. Olsen Road facility in Thousand Oaks, Ventura County, California, ensuring that all subsurface conditions are properly evaluated prior to construction activities.

View the file

Other files

File Type Posted
587 2021 Final Geotech Report.pdf PDF
134 WR Reservoir Outlet Works ERPT 35.pdf PDF
335, 325R Geo Reconnaissance 4 MG Reservoir Pipe Dec 1991.pdf PDF
342.1 Supplemental Exploration Standby Generation Bldg Conejo PS June 1992.pdf PDF
330 1991 Converse Consult. West Foundation Investigation....pdf PDF
342.1 Geo Findings Power Generation Building Conejo PS May 1992.pdf PDF
398 Geotech Study Conejo Valley Res. Spec 398 May 1998.pdf PDF
134 1966 Const Rpt-Lake Bard Reservoir -WR Dam No 1027.pdf PDF
134 1962 WR Reservoir Basis for Design Report ERPT 40.pdf PDF
134 1962 Soil Geo Wood Ranch Reservoir Appendices.pdf PDF
134 1964 Subsidence Study.pdf PDF
134 1970 Special Stability Investigation ERPT 45.pdf PDF
633 Bid Package.pdf PDF
633 Notice Inviting Bids.pdf PDF
114 Geotech.pdf PDF
633 Specifications.pdf PDF
333 Geotech Study Lake Bard Water Treatment Plant spec 333 4-92 .pdf PDF
115-Soils Investigation Proposed Reservoir Bypass CVF1.pdf PDF
134 1962 Soil Geo Inv Wood Ranch Reservoir.pdf PDF
134 1977 Stability Inv Lake Bard Dike No.1.pdf PDF
603 2022 FINAL SUPPLEMENTAL ADDENDUM.pdf PDF
633 Drawings.pdf PDF
134 1962 Design Engr Rpt-Lake Bard Reservoir -WR Dam No 1027.pdf PDF
342.1 Foundation Inv Standby Power Generation Bldg Conejo PS June 1992.pdf PDF
333 Geotech Study Use of Onsite Materials for Slope Fill Spec 333 12-22-92.pdf PDF
Show all 25

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

File details come from the government source that posted it. Updated .