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Tularcitos Creek Downstream North Hillview Drive Levee Repair

Active
State & Local

Contract Overview

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The Tularcitos Creek Downstream North Hillview Drive Levee Repair project, managed by the Santa Clara Valley Water District in Milpitas, California, aims to restore the west bank levee. The project focuses on repairing approximately 2,932 linear feet of the levee to address erosion and damage caused by rodent burrowing, thereby protecting public safety and local property. The repair process will utilize the SMP-2 Method 1A, which involves installing a buried rock buttress to stabilize the channel embankment and provide a secure foundation in areas currently affected by saturated soils. This work will result in a temporary disturbance area of approximately 2.7 acres.

General Info

Santa Clara Valley Water District will repair 2,932 feet of levee in Milpitas.

Agency

California → Santa Clara Valley Water District

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

North Hillview Drive and Paseo Refugio, Milpitas, CA, 95035

Set-Aside

NONE

Documents

(4)

Valley Water Tularcitos Creek Levee Repair Draft MND 260807 ADA Compliant

PDF

Notice of Completion for Tularicitos Creek Levee Repair Project

PDFnotice-of-completion

Tularcitos Creek Levee Repair Project Notice of Intent to Adopt MND

PDFspecial-notice

Tularicitos Creek Downstream North Hillview Drive Levee Repair - Environmental Summary

PDFenvironmental-summary

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Santa Clara Valley Water District
Contacts2 people available
OfficeN/A
Organization / Agency
California → Santa Clara Valley Water District
Office AddressN/A
Contacts
Lawrence TruongAssociate Environmental Planner
Keri HillSenior Project Manager

Interested Companies (1)

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Panorama Environmental
San Francisco, CA

Full Description

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The Tularcitos Creek Downstream North Hillview Drive Levee Repair Project is intended to address damage to the west bank levee caused by rodent burrowing and associated erosion and to protect property and public safety by reducing the risk of continued erosion. The project would repair approximately 2,932 LF of the existing levee, and the total area of temporary disturbance would be approximately 2.7 acres. The west bank levee would be reconstructed using SMP-2 Method 1A, which involves installation of a buried rock structure (rock buttress) to protect against erosion scour, stabilize the channel embankment, and provide a stable foundation for the repair, which is currently compromised by saturated soils.

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