Villa Street Reconstruction Project County Stamped NOD

2 Documents in Project

Summary

SCH Number
2021100011
Lead Agency
City of Porterville
Document Title
Villa Street Reconstruction Project County Stamped NOD
Document Type
NOD - Notice of Determination
Received
Posted
11/22/2021
Document Description
The City of Porterville proposes to reconstruct a portion of Villa Street between Olive and Henderson Avenues, approximately one mile in length, to provide safe, improved access to retail opportunities, job centers, housing and other facilities in the city. The reconstruction would include the widening of Villa Street to the standard width of 60 ft right of way; upgrading traffic signal equipment at the intersections at Putnam Avenue and Morton Avenue; replacement of the bridge over Porter Slough; installation of a box culvert at Porter Slough; and the extension of the existing pipe culvert at Porter Slough Ditch. The activities located near the slough would most likely require environmental permitting efforts associated with the crossing of Porter Slough. The reconstruction would also entail the installation of new concrete improvements where necessary along the one-mile stretch. Some of these activities would involve property acquisition as necessary. (See APN’s above.) Porter Slough activities include the following: • Complete demolition of the existing bridge over the Porter Slough (constructed in 1930 and modified in 1953) which is a continuous three (3) span reinforced concrete (RC) slab on RC pier walls and RC diaphragm abutments with monolithic wingwalls. The proposed span configuration is 3 @ 16 feet. • The proposed Porter Slough bridge structure will be a 10 ft x 10 ft, precast concrete box with culvert headwalls and wingwalls. • Channel excavation and regrading in the Porter Slough Ditch of approximately 7,000 square feet = 0.16 acre. • Bridge removal & grading for box culvert of approximately 3,000 square feet = 0.07 acre. • Placing riprap rock slope protection along the banks for erosion protection. • Installing geotextile fabric Class 8 in compliance with Caltrans Std. Spec. Section 72-1.03 for erosion protection. • The soil beneath the existing floor would be excavated and recompacted prior to the construction of the new concrete floor. • Any utilities encountered will be rerouted just outside the culvert. • Remove portion of storm drain and outfall • Remove portion of wood hand rail/ramp on existing bridge • Remove portion of water line

Contact Information

Name
Jason Ridenour,
Agency Name
City of Porterville
Job Title
Community Development Manager
Contact Types
Lead/Public Agency / Project Applicant / Parties Undertaking Project

Location

Cities
Porterville
Counties
Tulare
Regions
Citywide
Cross Streets
Villa Street, Putnam & Morton Avenue
Zip
93257
Total Acres
6.62
Parcel #
252-072-044, 252-251-021, 252-251-023, 252-260-031, 252-260-032, 252-293-006 and 252-293-007
State Highways
State Routes 65 and 190
Railways
NA
Airports
NA
Schools
Porterville High School
Waterways
Porter Slough
Township
21S
Range
27E
Section
26
Base
MDB&M
Other Location Info
See attached PD for project details
Other Information
The road Project runs through the City and is surrounded by many different land uses, including retail centers, residential, and commercial mixed use and professional office.

Notice of Determination

Approving Agency
City of Porterville
Approving Agency Role
Lead Agency
Approved On
County Clerk
Tulare
Final Environmental Document Available at
291 North Main Street, Porterville, CA 93257

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
No

Attachments

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