SCH Number,Lead Agency Name,Lead Agency Title,Lead Agency Acronym,Document Title,Document Type,Received,Posted,Document Description,Document Portal URL,Project Title,Contact Full Name,Contact Authority,Contact Job Title,Contact Email Address,Contact Address 1,Contact Address 2,Contact City,Contact State,Contact Zip Code,Contact Phone Number,Location Coordinates,Cities,Counties,County Clerks,Location Cross Streets,Location Zip Code,Location Total Acres,Location Parcel Number,Location State Highways,Location Waterways,Location Airports,NOC Has Non Late Comment,NOC State Review Start Date,NOC State Review End Date,NOC Development Type,NOC Local Action,NOC Project Issues,NOC Local Review Start Date,NOC Local Review End Date,NOE Exempt Status,NOE Exempt Citation,NOE Reasons for Exemption,NOD Agency,NOD Approved By Lead Agency,NOD Approved Date,NOD Significant Environmental Impact,NOD Environmental Impact Report Prepared,NOD Negative Declaration Prepared,NOD Other Document Type,NOD Mitigation Measures,NOD Mitigation Reporting Or Monitoring Plan,NOD Statement Of Overriding Considerations Adopted,NOD Findings Made Pursuant,NOD Final EIR Available Location 2014052045,Santa Cruz County,,,East Zayante Road PM 6.22 Storm Damage Repair Project,NOD,7/18/2014,7/18/2014,"The Project is limited to the replacement of one 48-inch diameter corrugated metal pipe culvert located on Tanaka Creek approximately 60 feet above the confluence with Zayante Creek. The County will replace the pipe with a bottomless arch culvert 44 feet long by 9 feet wide with precast footings and concrete headwalls at the channel interface sized to convey the 100-year flow and pass debris that have been recurring problems at the existing undersized culvert. The channel would be reconstructed for a length of 90 feet at a profile grade of 6.5 percent. The channel bed material would be constructed of engineered streambed material containing a well-graded mix of large and small rock to provide scour protection, grade control and channel complexity. A low flow channel approximately four feet wide and one foot deep would concentrate low flows and provide depths sufficient for upstream fish passage. The channel configuration would provide a wide distribution of velocities within the channel cross-section with lower velocities located near the channel banks and behind large rocks that protrude above the channel bed. Large rocks placed in clusters would direct the low flow channel to meander within the culvert thus reducing the channel slope at low flows. Two resting pools would be constructed within the profile, each having a minimum depth of two feet and da drop of six inches. A band of large boulders will be installed upstream of each of the pools to provide grade control and induce scour within the pools. The Project has been designed to pass both adult and juvenile salmonids. The California Department of Fish and Wildlife (CDFW) is executing a Lake and Streambed Alteration Agreement Number 1600-2013-0052-3 pursuant to Section 1602 of the Fish and Game Code to the project Applicant, Russell Chen/ County of Santa Cruz Department of Public Works.",https://ceqanet.opr.ca.gov/2014052045/3,East Zayante Road Storm Damage Repair Project (PM 6.22),Melissa Farinha,CDFW Bay Delta Region,N/A,,7329 Silverado Trail,,Napa,CA,94558,7079445579,37°7'7.52"N 122°1'11.27"W,,Santa Cruz,,Graham Hill Road and Hwy 9,95018,.1,right-of-way,Hwy 17,unnamed,No,,,,,,,,,,,,CDFW ,,7/14/2014,No,No,Yes,,,,,,"County of Santa Cruz Planning Department 701 Ocean Street, 4th Floor, Santa Cruz California"