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10 Sylvan Lane - Creek Bank Slide Repair

Active
State & Local

Contract Overview

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

AI Contract Overview

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The Town of Ross is planning a repair project at 10 Sylvan Lane to address a 130-foot-long, 10-foot-high landslide-affected creek bank using biotechnical erosion control methods. The work will involve removing fallen trees and loose soil debris from the slope, followed by installing erosion control materials and native plantings to stabilize the area and restore ecological function. This effort combines structural and biological techniques to ensure long-term slope integrity and prevent future degradation of the creek bank. The project is positioned as a forecasted opportunity with no formal solicitation yet issued, and the place of performance is in California. Primary contact for inquiries is Roberta Feliciano, Planning and Building Director, reachable via phone or email, with additional technical support provided by consultant Matt Smeltzer, a specialist in fluvial geomorphology. The project is listed on the CEQA Net portal under the reference number 2025080604.

General Info

Ross plans biotechnical creekside slope repair using native plants and erosion control in California.

Agency

California → Town of Ross

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

10 Sylvan Lane, CA

Set-Aside

NONE

Documents

(1)

NOE_10 Sylvan_Filed

PDF

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Timeline

Posted

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Organization & Contact Information

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AgencyCalifornia → Town of Ross
Contacts2 people available
OfficeN/A
Organization / Agency
California → Town of Ross
Office AddressN/A
Contacts
Roberta FelicianoPlanning and Building Director

Full Description

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Removal of fallen trees, loose landslide soil debris, and installation of erosion control materials and plantings to repair a creek bank landslide with biotechnical erosion protection materials and methods over a 130-ft long, 10-ft-high segment of steeply-sloped earthen creek bank.

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