ETM Pipeline Removal in San Juan Creek Project

4 Documents in Project

Summary

SCH Number
2017051032
Lead Agency
Moulton Niguel Water District
Document Title
ETM Pipeline Removal in San Juan Creek Project
Document Type
NOD - Notice of Determination
Received

Document Description
An approx 180-lf segment of an abandoned 30-in diameter ETM that extends across the channel bed of San Juan Creek is proposed to be removed by MNWD. The existing 30-in diameter DIP is encased in reinforced concrete and due to erosion of the channel bed in the area, an approx 30-ft long segment of the encasement is exposed. As proposed, MNWD's contractors would cut the reinforced concrete encasement at the toe of the concrete slope creek channel walls and remove the approx 180-lf segment of 30-in diameter DIP and reinforced concrete encasement from within the creek channel. Construction would last approx. 2 weeks.

Contact Information
Rodney Woods
Moulton Niguel Water District
26161 Gordon Rd
Laguna Niguel, CA 92633

949-425-3547

Location

Coordinates
33°29'13.2"N 117°40'1.2"W
Cities
San Juan Capistrano
Counties
Orange
Cross Streets
Calle Perfecto and Paseo Toscana
Zip
92675
Parcel #
121-171-15, -18, -44, -668-501-02
State Highways
I-5
Railways
Burlington Northern Santa Fe
Schools
Kinoshita ES, Del Obispo ES, Marco Foster MS
Waterways
San Juan Creek and Trabuco Creek

Notice of Determination

Approving Agency
Moulton Niguel Water District
Approving Agency Role
Lead Agency
Approved On
Final EIR Available Location
26161 Gordon Road, Laguna Hills, CA 92653

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 Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(3) Mitigated measures were made a condition of the approval of the project
Yes
(4) A Statement of Overriding Considerations was adopted for this project
No
(5) Findings were made pursuant to the provisions of CEQA
No
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