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Permit No. 20013 – Del Rio Erosion Control Project

Active
State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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The Del Rio Erosion Control Project, managed by the Central Valley Flood Protection Board in Redding, California, involves installing rock slope protection along the Sacramento River across two adjacent residential parcels. The scope of work includes removing existing trees and vegetation and excavating the riverbank to a depth of 3.25 feet and up to 13.5 feet landward to facilitate the placement of the rock protection. Additionally, the project authorizes the existing irrigation pump station and requires the replacement of two intake screens. The pump station infrastructure consists of a vault structure and intake pipes measuring 12 inches and 8 inches. This forecast project is coordinated by Senior Environmental Scientist Angela Nguyen-Tan.

General Info

Central Valley Flood Protection Board installing rock slope protection along the Sacramento River.

Agency

California → Central Valley Flood Protection Board

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

Redding, CA

Set-Aside

NONE

Documents

(1)

Permit No. 20013 – Del Rio Erosion Control Project Notice of Exemption

PDFspecial-notice

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Organization & Contact Information

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AgencyCalifornia → Central Valley Flood Protection Board
Contacts2 people available
OfficeN/A
Organization / Agency
California → Central Valley Flood Protection Board
Office AddressN/A
Contacts
C/O Angela Nguyen-Tan Board StaffSenior Environmental Scientist
Angela R Nguyen-TanSenior Environmental Scientist

Full Description

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To install rock slope protection along the Sacramento River at a residence consisting of two adjacent parcels, authorize an existing irrigation pump station, and replace two intake screens on the existing pump station. The project includes removal of existing vegetation and trees and excavation of the riverbank to a depth of 3.25 feet and up to 13.5 feet landward from the bank for placement of rock slope protection. The existing irrigation pump station consists of two intake screens, 12-inch and 8-inch intake pipes, and a vault structure.

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