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Reclamation District 817 Gibbs Pond and 40 Mile Road Pipe Repair Project

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State & Local

Contract Overview

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The Reclamation District 817 Gibbs Pond and 40 Mile Road Pipe Repair Project, managed by the Central Valley Flood Protection Board, involves the installation of a new 94-linear-foot, 18-inch-diameter welded steel drainage pipe through the Dry Creek levee. This work is conducted under Permit No. 19669 in accordance with California Code of Regulations, Title 23. The installation process utilizes an open-cut trench with the pipe encased in one foot of controlled low strength material. The project includes the construction of storm drainage ditches at both the landside inlet and waterside outlet. Key infrastructure additions feature precast concrete headwalls, a trash rack at the inlet, and a flap gate with rock slope protection at the outlet. Additionally, a precast concrete gate well will be installed at the levee embankment waterside hinge, equipped with an access ladder, an automatic sluice gate for positive closure, and an automatic gate lift.

General Info

Installation of a 94-foot steel drainage pipe and infrastructure through Dry Creek levee.

Agency

California → Central Valley Flood Protection Board

Place of Performance

CA

Set-Aside

NONE

Documents

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No documents available

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Organization & Contact Information

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AgencyCalifornia → Central Valley Flood Protection Board
Contacts3 people available
OfficeN/A
Organization / Agency
California → Central Valley Flood Protection Board
Office AddressN/A
Contacts
Jordan RobbinsSenior Environmental Scientist
Tom EnglerDistrict Engineer

Full Description

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Approval of Permit No. 19669, under California Code of Regulations, Title 23, Article 3, Section 6, for work within an adopted plan of flood control: To install a new approximately 94 linear feet, 18-inch-diameter, 0.5-inch-thick welded steel drainage pipe at an invert elevation of 54.65 feet (NAVD88) through Dry Creek levee. The pipe will be encased with 1 foot of controlled low strength material (CLSM) and installed via an open-cut trench. Approximately 5-foot-deep by 2- to 4-foot-wide storm drainage ditches will be constructed at the landside inlet and waterside outlet. At the landside pipe inlet, a precast concrete headwall and a 48-inch-wide trash rack with 4-inch maximum bar spacing will be installed. At the waterside pipe outlet, a precast concrete headwall, a 18-inch flap gate, and 18-inch-minus rock slope protection will be installed. At the levee embankment waterside hinge, a 4-foot by 6-foot by 19-foot-deep precast concrete gate well will be installed. The gate well will house an access ladder, an 18-inch diameter automatic sluice gate as a positive closure device, and an automatic gate lift.

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