Arroyo Seco Flood Timeline
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Glendale Narrows
Vegetation Activity Wildlife Viewing Wildlife Native Equestrian Signage Greenway Access Greenway Management Management and insects. and Interpretive Interpretive River LA Stormwater Stormwater birds, mammals, mammals, birds, Elysian Valley path. Los Angeles River Map and Guide attract plants native storage; activities, and a bike bike a and activities, water underground natural the vegetation, equestrian equestrian vegetation, Metro Stop River & Kayaking Exit adventures: River replenishes and stormwater signage, natural natural signage, Public Art Bicycle Access your for points starting few a are Marsh St. A 3.9-acre park filters filters park 3.9-acre A St. Marsh features interpretive interpretive features Here Here fish. jumping even and birdlife, Recreation Zone Class I, II/III Bike Path 2960 and Bikeway River Davis Picnic Area, Area, Picnic Davis * abundant vegetation, of plenty see North L.A. from accessed also park, next to the Bette Bette the to next park, r to stretch this throughout location e h is Park St. Gleneden c 0 0.1 0.2 0.3 0.4 mi linear This Glendale Visit any any Visit t 2 River. natural-bottom le S F This map is intended for recreational use only. Information displayed is 2944 and St. Rosanna 1300 Garden Street in in Street Garden 1300 a derived from sources deemed reliable; however, accuracy is not guarenteed. scenic, a is result The harden. to n Published in July 2014. 2999 at entrances lot F the concrete along the riverbed riverbed the along concrete the e walk: river r n Parking Marsh Park: Marsh stretch making it impossible for for impossible it making stretch a narrows Glendale n d The Mountains Recreation and o Conservation Authority (MRCA), seven-mile this throughout up Marsh Park bubble springs Freshwater drain. -
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements County of San Bernardino Flood Control Engineering Division 825 E. Third Street, Rm. 140 San Bernardino, CA 92415 Release Date: August 18, 2016 Deadline Date: September 8, 2016 (Rev 1/30/2015) San Bernardino County Request for Proposal No. PWG117-FLOOD-2154 Flood Control District West Fontana Channel Bioswale Page 2 of 48 Improvements TABLE OF CONTENTS I. Introduction ................................................................................................................................................................. 3 A. PROPOSAL SUBMISSION ............................................................................................................................................... 3 B. PURPOSE ..................................................................................................................................................................... 3 C. TERM OF AGREEMENT .................................................................................................................................................. 3 D. QUESTIONS .................................................................................................................................................................. 3 E. CORRESPONDENCE ...................................................................................................................................................... 3 F. ADMONITION TO PROPOSERS ........................................................................................................................................ -
The KING Was Here!
THOSE GUYS ARE GOOD.....SIERRA MADRE COLTS TAKE SUPER REGION! ..Page 10 SATURDAY, JULY 27, 2013 Inside this week: VOLUME 7 NO. 30 SIERRA MADRE COMMUNITY EMERGENCY RESPONSE TEAM (CERT) RECEIVES A GIFT Calendar Page 2 Sierra Madre News Page 3 Local government prepares for everyday emergencies. However, during a disaster, the number and scope of incidents can overwhelm conventional emergency services. The Sierra PASADENA/ALTADENA Madre Community Emergency Response SGV Journalist Janette Pg. 4 Team (CERT) helps in those situations in Williams Dies three main ways. First, there is an education program in which the public is made aware AROUND SGV Pg. 5 of how to prepare for emergencies and be FIRST ANNUAL HOMICIDE self-sufficient. Secondly, CERT conducts a SUMMIT FEMA recognized all-risks and all-hazards training program designed to help a person protect themselves, their family and ARCADIA NEWS Pg. 6 their neighbors in an emergency situation. Assemblyman Ed Chau To Speak And lastly, Sierra Madre CERT, under the sponsorship and direction of the Sierra Madre Fire Department, directly supports MONROVIA/DUARTE the first responders when they are in need of further assistance. WWI Medals Pg. 7 To help accomplish this mission, Gary Hood Returned To Family has generously donated a support trailer to the Sierra Madre CERT. Perhaps you saw it at EDUCATION & YOUTH the Fourth of July parade. The trailer will be Local Students In The Pg. 8 furnished with an assortment of equipment, Spotlight emergency supplies and also serve as an operational facility. FOOD & DRINK Pg.9 To further educate the community the Sierra Madre CERT conducts monthly meetings is which there is a CERT training session. -
LOMR)? for a One-Year Premium Refund
the Arroyo Chico and Tucson Arroyo a FIRM. You may view this tutorial at: Property owners whose buildings have been watercourses. http://www.fema.gov/media- removed from an SFHA and are now located in library/assets/documents/7984 a Zone X or a Shaded Zone X may be eligible What is a Letter of Map Revision (LOMR)? for a one-year premium refund. Your lender When does a LOMR change a FIRM? must provide you with a letter agreeing to A LOMR is an official revision to the Flood remove the requirement for flood insurance. If Insurance Rate Maps (FIRMs) issued by the LOMRs become effective once the statutory your lender refuses to send you a letter stating Federal Emergency Management Agency Technical Appeal Period is over. The that they will not require flood insurance, you (FEMA). LOMRs reflect changes to the 100- effective date is listed on the LOMR cover will not be eligible for a refund. If you do not year floodplains or Special Flood Hazard letter. have a lender, you will not be eligible for a Areas (SFHA) shown on the FIRMs. In rare refund. To learn if you are eligible, please situations, LOMRs also modify the 500-year Can I drop my flood insurance if my follow these steps: floodplain boundaries. Changes may include residence or business is removed from ARROYO CHICO FLOODPLAIN modifications to Base Flood Elevations, the floodplain by a LOMR? 1. View the revised flood maps to REMAPPING floodplain widths, and floodways. The determine if your property has been re- QUESTIONS AND ANSWERS LOMRs are issued after a floodplain has The Flood Disaster Protection Act of 1973 mapped to a Zone X or Shaded Zone been remapped due to a major flood event, and the National Flood Insurance Reform Act X. -
Los Angeles River Jurisdictional Determination Special Case Cover
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION IX 75 Hawthorne Street San Francisco, CA 94105·3901 JUL 6 2010 OFFICE OF THE REGIONAL ADMINISTRATOR Colonel Mark Toy District Engineer, Los Angeles District U.S. Army Corps of Engineers P.O. Box 532711 Los Ange les, California 90053-2325 Dear Colonel Toy: This letter transmits the Clean Water Act (CWA) jurisdictional determination for the Los Angeles River. On August 17, 2008, EPA's Assistant Administrator for Water designated the Los Angeles River as a "Special Case" as defined by the EPA-Corps 1989 Memorandum ofAgreement (MOA) regarding coordination on matters ofgeographic jurisdiction. Pursuant to the MOA, designation ofthe "Special Case" made EPA responsib le for determining the extent to which the Los Angeles River was protected as a "water ofthe United States." Specifically, EPA analyzed the river's status as a "Traditional Navigable Water," one ofseveral categories ofjurisdictional waters under the Act. We conclude that the mainstem ofthe Los Angeles River is a "Traditional Navigable Water" from its origins at the confluence of Arroyo Calabasas and Bell Creek to San Pedro Bay at the Pacific Ocean, a distance of approximately 51 miles . In reaching this conclusion, Region 9 and Headquarters staffconsidered a number offactors, including the ability ofthe Los Angeles River under current conditions offlow and depth to support navigation by watercraft; the history ofnavigation by watercraft on the river; the current commercial and recreational uses of the river; and plans for future -
Biofiltration Media Optimization – Phase I FINAL REPORT
ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 593 Biofiltration Media Optimization – Phase I FINAL REPORT by Andrew J. Erickson, Jessica L. Kozarek, Kathryn A. Kramarczuk, and Laura Lewis St. Anthony Falls Laboratory, University of Minnesota, 2 Third Avenue SE Minneapolis, MN 55455 Prepared for University of Minnesota Water Resources Center, Minnesota Stormwater Research Council December 2020 Minneapolis, Minnesota Cite as: Erickson, AJ, Kozarek, JL, Kramarczuk, KA, and Lewis, L. (2020). “Biofiltration Media Optimization – Phase 1 Final Report.” Project Report No. 593, St. Anthony Falls Laboratory, University of Minnesota, Minneapolis, MN. December 2020. Biofiltration Media Optimization – Phase I Final Report – December 2020 This project was supported by the Minnesota Stormwater Research and Technology Transfer Program administered by the University of Minnesota Water Resources Center through an appropriation from the Clean Water Fund established by Minnesota Clean Water Land and Legacy Amendment and from the Minnesota Stormwater Research Council with financial contributions from: ● Capitol Region Watershed District ● Comfort Lake-Forest Lake Watershed District ● Mississippi Watershed Management Organization ● Nine Mile Creek Watershed District ● Ramsey-Washington Metro Watershed District ● South Washington Watershed District ● City of Edina ● City of Minnetonka ● City of Woodbury, and ● Wenck Associates ● Minnesota Cities Stormwater Coalition For more information about the Center and the Council, visit: https://www.wrc.umn.edu/projects/storm-waste-water For more information about the Minnesota Clean Water, Land and Legacy Amendment, visit: https://www.legacy.mn.gov/about-funds Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the view of the Water Resources Center or the Minnesota Stormwater Research Council. -
Drainage Net
Drainage Net GEOLOGICAL SURVEY PROFESSIONAL f APER 282-A Ephemeral Streams Hydraulic Factors and Their Relation to the Drainage Net By LUNA B. LEOPOLD and JOHN P. MILLER PHYSIOGRAPHIC AND HYDRAULIC STUDIES OF RIVERS GEOLOGICAL SURVEY PROFESSIONAL PAPER 282-A UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1956 UNITED STATES DEPARTMENT OF THE INTERIOR CECIL D. ANDRUS, Secretary GEOLOGICAL SURVEY H. William Menard, Director Fin* printing 19M Second printing 1K9 Third printing 1MB For sale by the Branch of Distribution, U.S. Geological Survey, 1200 South Eads Street, Arlington, VA 22202 CONTENTS Page Page Symbols. __________________________________________ iv Equations relating hydraulic and physiographic Abstract. __________________________________________ 1 factors....________-_______.__-____--__---_-_ 19 Introduction and acknowledgments ___________________ 1 Some relations of hydraulic and physiographic factors to Geographic setting and basic measurements ____________ 2 the longitudinal profile.___________________________ 24 Measurement of hydraulic variables in ephemeral streams, 4 Channel roughness and particle size.______________ 24 General features of flow _________________________ 4 Effect of change of particle size and velocity on Problems of measurement._______________________ 6 stream gradient.____.__._____-_______-____--__ 26 Changes of width, depth, velocity, and load at indi Equilibrium in ephemeral streams _____________________ 28 vidual channel cross sections ___________________ 7 Mutual adjustment of hydraulic factors._____.._._ -
US EPA Stormwater Best Management Practice Design Guide
United States Office of Research EPA/600/R-04/121 Environmental Protection and Development September 2004 Agency Washington DC 20460 Stormwater Best Management Practice Design Guide: Volume 1 General Considerations EPA/600/R-04/121 September 2004 Stormwater Best Management Practice Design Guide Volume 1 General Considerations By Michael L. Clar, P.E. Ecosite, Inc. Ellicott City, Maryland, 21042 Billy J. Barfield, P.E., Ph.D. Professor Emeritus Department of Agricultural Engineering Oklahoma State University Stillwater, Oklahoma Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 Order No. 1C-R059-NTSX Project Officer Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 NATIONAL RISK MANAGEMENT RESEARCH LABORATORY OFFICE OF RESEARCH AND DEVELOPMENT U.S. ENVIRONMENTAL PROTECTION AGENCY CINCINNATI, OH 45268 Notice The U.S. Environmental Protection Agency through its Office of Research and Development partially funded and collaborated in the research described here under Order Number 1C-R059- NTSX to Ecosite, Inc. It has been subjected to the Agency’s peer and administrative review and has been approved for publication as an EPA document. Mention of trade names or commercial products does not constitute endorsement or recommendation for use. ii Foreword The U.S. Environmental Protection Agency (EPA) is charged by Congress with protecting the Nation's land, air, and water resources. Under a mandate of national environmental laws, the Agency strives to formulate and implement actions leading to a compatible balance between human activities and the ability of natural systems to support and nurture life. -
Floods Floods Are the Most Common Natural Disasters in the Country
Floods Floods are the most common natural disasters in the country. However, not all floods are alike. Some can develop slowly over a long period of rain or during warm weather after a heavy snowfall. Others, such as flash floods, can happen quickly, even without any visible signs of rain. It is important to be prepared for flooding no matter where you live, but especially if you live in a low-lying area, near water or downstream from a dam. Even a very small stream or a dry creek bed can overflow and cause flooding. Prepare supplies Make a Plan Stay informed Prepare an emergency supply kit, Develop a family emergency plan. Know the terms which includes items like non- Your family may not be together in the perishable food, water, battery same place when disaster strikes, so Flash Flood Warning: there has been a sudden flood. Head for operated or crank radio, extra it is important to know how you will flashlights and batteries. Consider contact one another, how to get back higher ground immediately keeping a laptop computer in your together and what you will do in case height. vehicle. The kit should include: of emergency. Flood Warning: there has been Prescriptions Plan places where your family will a flood or will there be a flood Bottled water, a battery radio meet, both within and outside your soon. It is advised to evacuate and extra batteries, a first aid immediate neighborhood. immediately. kit and a flashlight. Copies of important Be sure to take into account the Flood Watch: It is possible that specific needs of family members. -
Sediment Discharge in the Upper Arroyo Grande and Santa Rita Creek Basins 23 5
PB 256 422 Sediment Discharge in the Upper Arroyo Grande and 41,111 anta Rita Creek Basins, tot,:San Luis Obispo County, 1144300,6k California U. S. GEOLOGICAL SURVPFY Water-Resources Investigations 151/4 76-64 101„,14.11kup lemw QE Prepared in cooperation with the 75 .U58w SAN LUIS OBISPO COUNTY no.76-64 1976 ENGINEERING DEPARTMENT lkigtikPHIC DATA I. ReportuNo.Gs 2. 3. Recipient's Accession No. S NRD/WRI-76/053 4. Title and Subtitle 5.keport Date WS14/3610WPOISCHARGE IN THE UPPER ARROYO GRANDE AND SANTA RITA June 1976,/ 6. ben,/ erctFardthf INS, SAN LUIS OBISPO COUNTY, CALIFORNIA (t;"f„ ,, ,/,,,,,,,, °./. Author(s) 8. Performing Organization Rept. .„ J. M. Knott,! N'- USGS/WRI 76-64 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. U.SAeological Survey, Water Resources Division California District )- 11. Contract/Grant No. 345 Middlefield Road Menlo Park, California 94025 12. Sponsoring Organization Name and Address 13. Type of Report & Period U.S. Geological Survey, Water Resources Division Covered California District Final 345 Middlefield Road 14. Menlo Park, California 9409c 15. Supplementary Notes Prepared in cooperation wit igir. .ng Department 16.AbstractsSediment data collected in the upper Arroyo Grande and Santa Rita Creek basins during the 1968-73 water years were analyzed to determine total sediment discharge at four stations in the basins. Water discharge and total sediment discharge at these stations, representative of the 1943-72 period, were estimated from'long-term flow data for nearby gaging stations and water-sediment discharge relations determined for the 1968-73 water years. -
The Central Arroyo Stream Restoration Program
This presentation premiered at WaterSmart Innovations watersmartinnovations.com Breaking Down the Barriers to Generate Sustainable Water Solutions The Arroyo Seco – A Case Study Tim Brick and Eliza Jane Whitman Arroyo Seco Foundation The Arroyo Seco Major tributary of the Los Angeles River Linking downtown LA to the San Gabriel Mountains Home of JPL and the Rose Bowl Watershed Management Program for last ten years Corps Feasibility Study The Historic Arroyo Seco Two different views of the Colorado Street Bridge The Most Celebrated Canyon in Southern California “This arroyo would make one of the greatest parks in the world” - Theodore Roosevelt, 1911 Current Status of the Arroyo Seco Though long celebrated as one of the most beautiful streams in Southern California, the Arroyo Seco has not escaped wide-spread damage caused by human impact Damage Caused by Urbanization / Channelization * destruction of habitat and wildlife * reduced infiltration * impaired water quality Central Arroyo Planning How does a golf course fit into watershed management and restoration? Alternative Alignments for Stream Restoration Celebrating the Arroyo The Central Arroyo Stream Restoration Program Improving the health of a stream and ensuring the future and sustainability of Pasadena The Central Arroyo Brookside Golf Course Project Accomplishments Improved water quality Enhanced trail network Implemented runoff BMPs Restored aquatic habitat Reintroduced the native Arroyo Chub Provided a model of stream restoration for urban SoCal Improved Aquatic Habitat ☼ Created backwater pools and structures to provide resting, foraging, and spawning areas for fish. ☼ Stabilized stream banks ☼ Improvements were constructed with natural materials (native trees and arroyo Backwater pool and stone). woody debris ☼ Under direction of CDFG, reintroduced 300 arroyo chub to the central Arroyo Seco. -
Los Angeles County
Steelhead/rainbow trout resources of Los Angeles County Arroyo Sequit Arroyo Sequit consists of about 3.3 stream miles. The arroyo is formed by the confluence of the East and West forks, from where it flows south to enter the Pacific Ocean east of Sequit Point. As part of a survey of 32 southern coastal watersheds, Arroyo Sequit was surveyed in 1979. The O. mykiss sampled were between about two and 6.5 inches in length. The survey report states, “Historically, small steelhead runs have been reported in this area” (DFG 1980). It also recommends, “…future upstream water demands and construction should be reviewed to insure that riparian and aquatic habitats are maintained” (DFG 1980). Arroyo Sequit was surveyed in 1989-1990 as part of a study of six streams originating in the Santa Monta Mountains. The resulting report indicates the presence of steelhead and states, “Low streamflows are presently limiting fish habitat, particularly adult habitat, and potential fish passage problems exist…” (Keegan 1990a, p. 3-4). Staff from DFG surveyed Arroyo Sequit in 1993 and captured O. mykiss, taking scale and fin samples for analysis. The individuals ranged in length between about 7.7 and 11.6 inches (DFG 1993). As reported in a distribution study, a 15-17 inch trout was observed in March 2000 in Arroyo Sequit (Dagit 2005). Staff from NMFS surveyed Arroyo Sequit in 2002 as part of a study of steelhead distribution. An adult steelhead was observed during sampling (NMFS 2002a). Additional documentation of steelhead using the creek between 2000-2007 was provided by Dagit et al.