Solano I-80/I-505 Bridge Preventative Maintenance Project [California Endangered Species Act (CESA) Incidental Take Permit No. 2081-2020-018-03 (ITP)]

6 Documents in Project

Summary

SCH Number
2018112055
Lead Agency
Caltrans, District 4 - Bay Area/Oakland (California Department of Transportation, District 4)
Document Title
Solano I-80/I-505 Bridge Preventative Maintenance Project [California Endangered Species Act (CESA) Incidental Take Permit No. 2081-2020-018-03 (ITP)]
Document Type
NOD - Notice of Determination
Received
Posted
10/7/2020

Document Description
The California Department of Transportation (Permittee) proposes to conduct the following: Horse Creek Bridge – Location 1, the Project is limited to the following; implement traffic control, installation of cut-off walls, repair of concrete spall, and installation of staging and access areas. Install temporary access road and staging areas, install temporary creek diversion system (TCDS). Add Portland cement concrete cut-off walls at both sides of Abutment 2 and the right side of Abutment 1. Cut-off walls will extend down 5 feet below existing grade, backfill abutments and wingwalls with approximately 4,875 square feet of rock slope protection (RSP) (0.25-T-size rocks approximately 2 feet deep). Repair concrete spalling on deck, remove TCDS and install erosion control. McCune Creek Bridges – Location 2. remove one willow tree and one Chinese elm tree, located north of the westbound bridge at McCune Creek. Implement traffic control during the installation of the pile jackets, replacement of the longitudinal joint seals between the old and new structures, replacement of the lateral joint seal, repair of the concrete spalling, and installation of staging and access areas. Install temporary access road and staging areas. Install TCDS, excavate as needed and rebuild abutment slope embankments with engineered backfill and place RSP from the toes of slopes up to the abutment pile caps to prevent erosion. Pressure-pump grout or cement from underneath the deck or use of shotcrete to fill voids at the abutments. Once all the voids are filled, install RSP up to the pile cap/bridge soffit. Excavate 5 feet maximum around the columns at the bents. Install a fiberglass reinforced polyester and concrete jacket to the 30 existing, exposed 16-inch-diameter Raymond piles, new pile diameter will be 26 inches. Concrete will be pumped into the new pile jacket to fill the void between the new pile surface and the existing Raymond pile. The fiberglass reinforced polyester jackets will be installed up to 5 feet below original grade. Replace longitudinal and lateral joint seals on the bridge superstructure. Repair concrete spalling on deck. Remove TCDS, install erosion control and landscaping. See NOD for full details.

Contact Information
Robert Stanley
California Department of Fish and Wildlife (CDFW) Bay Delta
2825 Cordelia Road, Suite 100
Fairfield, CA 94534

Phone : (707) 428-2093

Location

Cities
Vacaville
Counties
Solano
State Highways
I-505; I-80
Other Location Info
The Solano I-80/I-505 Bridge Preventative Maintenance Project is located at two locations. Location 1, Horse Creek Bridge (Bridge No. 23-0077), located on Interstate 505 (I-505) at Post Mile (PM) 0.21. Location 2, McCune Creek Bridge (Bridge No. 23-0084), located on Interstate 80 (I-80) at PM 34.48 in Solano County. Horse Creek Bridge (Location 1) is approximately 0.85 miles north of the I-80/I-505 interchange, within the City of Vacaville, Solano County. McCune Creek Bridge (Location 2) is 6 miles northeast of the I-80/I-505 interchange on I-80. Location 1 and 2 are both located within the Allendale U.S. Geological Survey 7.5-minute topographic quadrant.

Notice of Determination

Approving Agency
CDFW
Approving Agency Role
Responsible Agency
Approved On
Final Environmental Document Available at
California Department of Transportation 111 Grand Avenue, Oakland, CA 94612

Determinations

(1) The project will have a significant impact on the environment
No
(2a) An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA
No
(2b) A Mitigated or a Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(2c) An other document type was prepared for this project pursuant to the provisions of CEQA
No
(3) Mitigated measures were made a condition of the approval of the project
Yes
(4) A mitigation reporting or monitoring plan was adopted for this project
Yes
(5) A Statement of Overriding Considerations was adopted for this project
No
(6) Findings were made pursuant to the provisions of CEQA
Yes

Attachments

Notice of Determination
2018112055_Solano Bridge NOD   PDF 287 K

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