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SON-128 Slope Failure Repair DDO (EA 4X040)

Active
State & Local

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Caltrans District 4 is forecasting a project to repair a slope failure located at 2560 Highway 128 in Sonoma County, specifically on westbound SR-128 east of Geyserville at post mile 7.63. The failure, which measures approximately 30 feet wide and 12 feet high, was caused by overly saturated soil and a suspected drainage failure or spring on the private property above the highway. To stabilize the embankment and prevent further erosion, the project will utilize Class VI, 3/8 ton Rock Slope Protection (RSP) Type A Placement over RSP fabric, with rock voids filled using native or imported borrow materials and excavated soil. The scope of work also includes the reestablishment of a natural drainage ditch for a total length of 50 feet, extending 10 feet easterly and westerly from the failed area to conform to the existing ditch. Traffic control will be required throughout the construction process. This project is categorized as a forecast under NAICS code 237310 and is considered categorically exempt under PRC 21084 and 14 CCR 15301 Class 1(d), as it involves the repair of existing facilities with no anticipated environmental impacts.

General Info

Caltrans emergency slope repair on SR-128 using rock protection and drainage restoration, no contract value or contractor yet selected.

Agency

California → Caltrans, District 4 - Bay Area/Oakland

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

CA

Set-Aside

NONE

Documents

(1)

Notice of Exemption for SON-128 Slope Failure Repair DDO (EA 4X040)

PDFnotice-of-exemption

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Timeline

Posted

forecast

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 4 - Bay Area/Oakland
Contacts1 person available
OfficeN/A
Organization / Agency
California → Caltrans, District 4 - Bay Area/Oakland
Office AddressN/A
Contacts
Juliane SmithSenior Environmental Scientist (NEPA/CEQA Specialist)

Full Description

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Caltrans proposes repairing a slope failure that was caused by a washout at 2560 Highway 128 in Soma County. The slope failure was caused by overly saturated soil. According to Field Maintenance crews, water was coming out of the side of the embankment due to the presence of a possible spring or drainage failure/leak on the private property above the highway. Field Maintenance crews cleared 10 cubic yards of sediment from the roadway to reopen traffic in both directions. The slope failure is about 30 feet wide and 12 feet high. The project will use Rock Slope Protection (RSP) mixed with native or imported borrow materials to prevent more erosion from occurring along the embankment slope. Class VI, 3/8 ton RSP (Type A Placement) will be placed over RSP fabric and fill rock voids with excavated material. The natural drainage ditch within the failed area and about 10 feet easterly and westerly will be reestablished to conform to the existing ditch for a total length of 50 feet. Traffic control will be required during construction.

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City of Downey

POSTED

about 7 hours ago

DEADLINE

in 3 days
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