Master Plan of Drainage for South and East Santa Ana

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Master Plan of Drainage for South and East Santa Ana MAIN REPORT Master Plan of Storm Drainage for South and East Santa Ana River Tributary Areas January 2018 RESOLUTION NO. 2018- 019 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANAHEIM ADOPTING THE " ANAHEIM MASTER PLAN OF STORM DRAINAGE FOR SOUTH AND EAST SANTA ANA RIVER TRIBUTARY AREAS JANUARY 2018" WHEREAS, the future needs of the CITY for expansion and capital improvements of its storm drainage system require periodic updating and amendment to account for continued development and growth; and WHEREAS, the existing storm drainage infrastructure for portions of the CITY is antiquated and may be inadequate to handle existing and future capacities; and WHEREAS, changes in land uses and revised storm drainage design parameters make it desirable to develop long -and short-range plans for the CITY' S storm drainage system; and WHEREAS, the most comprehensive and reliable method for study of storm drainage needs required a regional approach; and WHEREAS, the South and East Santa Ana River Tributary Areas that are the subject of this study cover the portion of the City of Anaheim ultimately tributary to the Orange County Flood Control District ( OCFCD) regional facility Santa Ana River ( E01) generally described as follows: Drainage District 36 is the most western district within the study area that consists of 692 acres and is bounded by the Santa Ana River to the north, west of Lakeview Avenue, Leola Way, and Orange Acres Drive to the east, Nohl Ranch Road to the south, and Tustin Avenue to the west; Drainage District 37 is comprised of approximately 983 acres and is bounded by the Santa Ana River to the north, Avenida Margarita, Vista Del Amigo, and Avenida Faro to the east, Stetson Court, Via Escola, and Hastings Avenue to the south, and west of Lakeview Avenue, Leola Way, and Orange Acres Drive to the west; Drainage District 38 is comprised of approximately 780 acres and is bounded by the Avenida Margarita, Vista Del Amigo, and Avenida Faro to the west, the Santa Ana River to the north, Walnut Canyon Channel E01 S09) and Leandro Street to the east, and the Anaheim Hills ridge line to the south; Drainage District 39 is comprised of approximately 2,452 acres and is bounded by Walnut Canyon Channel ( E01 S09) and Leandro Street to the west, the Santa Ana River to the north, Eucalyptus Drive and Mohler Drive to the east, and the Anaheim Hills ridge line to the south; Drainage District 40 is comprised of approximately 1, 220 acres and is bounded by Eucalyptus Drive and Mohler Drive to the west, the Santa Ana River to the north, Weir Canyon Road and View Rim Drive to the east, and Walnut Canyon reservoir to the south; Drainage District 41 is comprised of approximately 966 acres and is bounded by Weir Canyon Road and View Rim Drive to the west, the Santa Ana River to the north, Birchwood Street and Running Springs Drive to the east, and the Anaheim Hills ridge line to the south; Drainage District 42 is comprised of approximately 4,057 acres but only approximately 145 acres were analyzed. The area not analyzed is undeveloped natural area tributary to non -city owned storm drains. The analyzed region is bounded by SR -91 to the north, Windsong Drive and Running Spring Drive to the west, Heatherwood Road to the south, and Cedar Point Drive and Crestview Lane to the east; and WHEREAS, the City published a Master Plan of Drainage for the City of Anaheim in 1973 and that report divided the City into 42 Drainage Districts based generally on local storm drainage facilities and the City limits at that time and since that time boundaries of some of the Districts have been modified from the 1973 Master Plan boundaries and as such, all references to areas in the Master Plan of Storm Drainage for South and East Santa Ana River Tributary Areas are based on the new boundaries; and WHEREAS, it is necessary and desirable to adopt the Master Plan of Storm Drainage for South and East Santa Ana River Tributary Areas dated January 2018 on file in the Office of the City Clerk. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Anaheim as follows: 1. The City Council does hereby adopt the " Master Plan of Storm Drainage for South and East Santa Ana River Tributary Areas January 2018" to supersede previous storm drainage surveys within the area included within the study area thereof. 2. Prior resolutions adopting storm drainage surveys or portions thereof which are outside the area surveyed by the Master Plan of Storm Drainage for South and East Santa Ana River Tributary Areas shall remain in full force and effect. 2 THE FOREGOING RESOLUTION is approved and adopted by the City Council of the City of Anaheim this 27th Day of February , 2018, by the following roll call vote: AYES: Mayor Tait and Council Members Moreno, Murray, Vanderbilt, Barnes, Kring, and Faessel NOES: None ABSENT: None ABSTAIN: None CITY OFA HEIM By _ ( Z MAYOR OF THE dTY OF ANAHEIM ATT A TY CLE OF THE CITY OF ANAHEIM 126634/ bmorley 0— cucu C O j M U O J CLERK' S CERTIFICATE STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, THERESA BASS, Acting City Clerk of the City of Anaheim, do hereby certify that the foregoing is the original Resolution No. 2018-019 adopted at a regular meeting provided by law, of the Anaheim City Council held on the -27th day of February, 2018 by the following vote of the members thereof: AYES: Mayor Tait and Council Members Moreno, Murray, Vanderbilt, Barnes, Kring, and Faessel NOES: None ABSTAIN: None ABSENT: None IN WITNESS WHEREOF, I have hereunto set my hand this 27th day of February, 2018. CTING CITY CLERK OF THE CITY OF ANAHEIM SEAL) MASTER PLAN OF STORM DRAINAGE FOR South and East Santa Ana River Tributary Areas City of Anaheim, Orange County, California Prepared for City of Anaheim Department of Public Works 200 S. Anaheim Blvd. #276 Anaheim, CA 92805 Prepared by Michael Baker International 5 Hutton Centre Drive, Suite 500 Santa Ana, CA 92707 January 2018 Baker JN 148726 This page intentionally left blank. Table of Contents Section Page Executive Summary ....................................................................................................................................... 1 General ................................................................................................................................................... 1 Hydrology and Hydraulics ....................................................................................................................... 1 Cost Estimates ........................................................................................................................................ 1 Drainage Districts ................................................................................................................................... 1 Capital Improvement Plan ...................................................................................................................... 3 1 Introduction ......................................................................................................................................... 1-1 1.1 Purpose ...................................................................................................................................... 1-1 1.2 Background ................................................................................................................................ 1-1 2 Technical Criteria ................................................................................................................................. 2-1 2.1 Hydrology Analysis ..................................................................................................................... 2-1 2.1.1 Rational Method ........................................................................................................ 2-1 2.1.2 Unit Hydrograph Method .......................................................................................... 2-1 2.2 Hydraulics Analysis .................................................................................................................... 2-2 2.2.1 Water Surface Pressure Gradient (XPWSPG) ............................................................ 2-2 2.2.2 Storm Water Management Model (XPSWMM) ........................................................ 2-2 2.2.3 Existing Conditions .................................................................................................... 2-2 2.2.4 Proposed Conditions ................................................................................................. 2-4 2.3 Priority ....................................................................................................................................... 2-4 2.4 Cost Estimates ........................................................................................................................... 2-4 3 Drainage District 36 ............................................................................................................................. 3-1 3.1 Hydrologic Analysis .................................................................................................................... 3-1 3.2 Hydraulic Analysis ...................................................................................................................... 3-4 3.2.1 Non-City Storm Drainage System .............................................................................. 3-6 3.3 Recommended Capital Improvements ...................................................................................... 3-6 3.4 Cost
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