Arroyo Grande Creek Watershed Responsible Creek Practices For
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
How to Determine Whether a Watercourse Is a River, Ephemeral
Date: 29th August 2019 To: Environmental Policy and Environmental Regulation Greater Wellington Regional Council From: Michael Greer Aquanet Consulting Ltd How to determine whether a watercourse is a river, ephemeral flow path, highly modified river or stream or artificial watercourse: A guidance note for Greater Wellington Regional Council officers 1 Introduction The provisions of the Resource Management Act 1991 (RMA) and the proposed Natural Resources Plan (pNRP) mean that certain activities are subject to different restrictions when undertaken on the bed of different types of watercourses. When determining how the pNRP policies and rules apply to a given watercourse, it must first be determined if the watercourse meets the RMA definition of a river, or if it is an artificial watercourse and therefore not covered by Section 13 of the RMA. If a watercourse is found to be a river, it also needs to be determined whether: It is an ephemeral flow path under the pNRP (as ephemeral flow paths are excluded from the definition of a surface water body and therefore certain rules do not apply); or It is a highly modified river or stream under the pNRP (only relevant when determining whether a watercourse can be managed under Rule R121). The purpose of this document is to describe a methodology that can be used by Greater Wellington Regional Council (GWRC) officers and consent applicants to determine whether a watercourse is: A river, and therefore subject to relevant rules in the pNRP; A highly modified river or stream for the purpose of Rule R121 only; An ephemeral flow path that is not covered by Rules R42, R48, R59 and R60 and is exempt from the directive in Policy P102 to avoid reclamation; or Artificial and not subject to the rules in Section 5.5 of the pNRP. -
Watercourse Centerline and Habitat Feature Mapping
Watercourse Centerline and Habitat Feature Mapping 3.1 Purpose The purpose of this SHIM module is to present the methods for mapping watercourse locations and describing watercourse attributes and habitats. These methods are designed for use in conjunction with SHIM Module 4 (Riparian Area Classification and Stream Channel Cross-Sections), and SHIM Module 5 (GPS Surveying Procedures) and describe field and attribute in the “data dictionary” of the Global Positioning System used in SHIM watercourse field surveying. Accurate spatial mapping of watercourses is critical to developing precise land use plans and Official Community Plans (OCP) in urban and many rural areas. Streams, wetlands and watercourses can be easily damaged or destroyed by land use development. Knowledge of watercourse extent and location is critical for providing information to help guide development and protect watercourses. The history of human development has shown that sensitive watercourses need protection and their precise location should be clearly understood and incorporated into local planning and development maps. It is not unusual for watercourses to be incorrectly mapped or even omitted entirely from municipal and provincial plans and maps (Fig. 3.1, see Fig. 2.1). It can be expensive to use land surveying techniques to map streams and watercourse to levels accurate and reliable enough to use in community and municipal land use plans. Recent developments in Global Positioning System (GPS) differential technology (SHIM Module 5) have enabled the quick, accurate, and inexpensive survey techniques to inventory and map resources and watercourses. The objective of Module 3 is to describe the SHIM standard for watercourse mapping using a resource survey grade differential GPS unit (here a Trimble Pathfinder, Appendix A). -
Stream Restoration, a Natural Channel Design
Stream Restoration Prep8AICI by the North Carolina Stream Restonltlon Institute and North Carolina Sea Grant INC STATE UNIVERSITY I North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex, age or disability. In addition, the two Universities welcome all persons without regard to sexual orientation. Contents Introduction to Fluvial Processes 1 Stream Assessment and Survey Procedures 2 Rosgen Stream-Classification Systems/ Channel Assessment and Validation Procedures 3 Bankfull Verification and Gage Station Analyses 4 Priority Options for Restoring Incised Streams 5 Reference Reach Survey 6 Design Procedures 7 Structures 8 Vegetation Stabilization and Riparian-Buffer Re-establishment 9 Erosion and Sediment-Control Plan 10 Flood Studies 11 Restoration Evaluation and Monitoring 12 References and Resources 13 Appendices Preface Streams and rivers serve many purposes, including water supply, The authors would like to thank the following people for reviewing wildlife habitat, energy generation, transportation and recreation. the document: A stream is a dynamic, complex system that includes not only Micky Clemmons the active channel but also the floodplain and the vegetation Rockie English, Ph.D. along its edges. A natural stream system remains stable while Chris Estes transporting a wide range of flows and sediment produced in its Angela Jessup, P.E. watershed, maintaining a state of "dynamic equilibrium." When Joseph Mickey changes to the channel, floodplain, vegetation, flow or sediment David Penrose supply significantly affect this equilibrium, the stream may Todd St. John become unstable and start adjusting toward a new equilibrium state. -
Historic Erie Canal Aqueduct & Broad Street Corridor
HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR MASTER PLAN MAY 2009 PREPARED FOR THE CITY OF ROCHESTER Copyright May 2009 Cooper Carry All rights reserved. Design: Cooper Carry 2 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan HISTORIC ERIE CANAL AQUEDUCT & BROAD STREET CORRIDOR 1.0 MASTER PLAN TABLE OF CONTENTS 5 1.1 EXECUTIVE SUMMARY 23 1.2 INTRODUCTION 27 1.3 PARTICIPANTS 33 2.1 SITE ANALYSIS/ RESEARCH 53 2.2 DESIGN PROCESS 57 2.3 HISTORIC PRECEDENT 59 2.4 MARKET CONDITIONS 67 2.5 DESIGN ALTERNATIVES 75 2.6 RECOMMENDATIONS 93 2.7 PHASING 101 2.8 INFRASTRUCTURE & UTILITIES 113 3.1 RESOURCES 115 3.2 ACKNOWLEDGEMENTS Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 3 A city... is the pulsating product of the human hand and mind, reflecting man’s history, his struggle for freedom, creativity and genius. - Charles Abrams VISION STATEMENT: “Celebrating the Genesee River and Erie Canal, create a vibrant, walkable mixed-use neighborhood as an international destination grounded in Rochester history connecting to greater city assets and neighborhoods and promoting flexible mass transit alternatives.” 4 Historic Erie Canal AQUedUct & Broad Street Corridor Master Plan 1.1 EXECUTIVE SUMMARY CREATING A NEW CANAL DISTRICT Recognizing the unrealized potential of the area, the City of the historic experience with open space and streetscape initiatives Rochester undertook a planning process to develop a master plan which coordinate with the milestones of the trail. for the Historic Erie Canal Aqueduct and adjoining Broad Street Corridor. The resulting Master Plan for the Historic Erie Canal Following the pathway of the original canal, this linear water Aqueduct and Broad Street Corridor represents a strategic new amenity creates a signature urban place drawing visitors, residents, beginning for this underutilized quarter of downtown Rochester. -
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. -
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._____.._._ -
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. -
Flowing Waters, Fruitful Valley a Brief History of Water Development in the Arroyo Seco
Page 1 Flowing Waters, Fruitful Valley A Brief History of Water Development in the Arroyo Seco By Tim Brick Geographically and historically the Arroyo Seco has played an important role in the development of water resources in Southern California. The Natural History Geology divided the Arroyo Seco into three distinct sections with very different hydrologic characteristics: 1) the precipitous upper mountain watershed; 2) the Raymond Basin area including Pasadena and surrounding communities; and 3) the region below the Raymond Dyke in South Pasadena and northeast Los Angeles. • About half the length and area of the Arroyo Seco lies in the upper mountain watershed. This is the front range of the Sierra Madre or San Gabriel Mountains, well known for their harsh conditions. Fierce rainstorms and raging forest fires periodically attack the steep erosion-prone slopes in this relatively small upper watershed (32 square miles) to create the conditions for substantial floods that occasionally roar into the heavily populated communities below. As the Arroyo Seco emerges from the San Gabriel Mountains, its steep descent slows and the waters cut through an alluvial plain. Beneath this region, which includes La Cafiada-Flintridge, Altadena, Pasadena, Sierra Madre and part of Arcadia, lies the Raymond Basin - a massive bowl of alluvial sand and gravel filled with water. The south rim of the basin is the Raymond Dyke, a geological fault that runs from Highland Park to Raymond Hill at Pasadena’s southern boundaiy with South Pasadena and then through San Marino just north of Huntington Drive to Santa Anita Canyon on the east side of Arcadia. -
Good Practice Guidelines Annex to the Environment Agency Hydropower Handbook
GOOD PRACTICE GUIDELINES ANNEX TO THE ENVIRONMENT AGENCY HYDROPOWER HANDBOOK THE ENVIRONMENTAL ASSESSMENT OF PROPOSED LOW HEAD HYDRO POWER DEVELOPMENTS Published August 2009 GOOD PRACTICE GUIDELINES ANNEX TO THE ENVIRONMENT AGENCY HYDROPOWER HANDBOOK ON THE ENVIRONMENTAL ASSESSMENT OF PROPOSED LOW HEAD HYDRO POWER DEVELOPMENTS CONTENTS 1) INTRODUCTION ……………………………………………………………………….. 3 2) ENVIRONMENTAL SITE AUDIT (ESA)…………………………….………..………… 5 a. Water Resources Checklist …………………………………………………… 6 b. Conservation checklist …………………………………………………… 8 c. Chemical & Physical Water Quality checklist ………………………………. 10 d. Biological Water Quality checklist …………………………………………….. 11 e. Fisheries checklist ………………………………………………………….. 12 f. Flood Risk management checklist …………………………………………….. 13 g. Navigation checklist ………………………………………………………….. 14 3) HYDROPOWER SITE LAYOUT …………………………………………………… 15 4) ECOLOGICAL REQUIREMENTS …………………………………………………… 16 5) HYDROPOWER SCENARIOS …………………………………………………… 20 6) PERMITTING ………………………………………………………………………... 23 7) ABSTRACTED FLOW REGIME & FLOW IN THE DEPLETED REACH ………….. 25 8) FLOW MONITORING ………………………………………………………………… 32 9) FISH PASSAGE ………………………………………………………………… 34 10) FISH SCREEN REQUIREMENTS & DESIGN …………………………………….. 36 Low Head Hydropower August 2009 August 2009 2 1) INTRODUCTION The number of hydropower schemes submitted to the Environment Agency has increased significantly over the last few years from less than 20 per year to more than 100 per year. This annex to the Environment Agency Hydropower Manual is based on work undertaken -
4.8 Hydrology and Water Quality
Redwood City New General Plan 4.8 Hydrology and Water Quality 4.8 HYDROLOGY AND WATER QUALITY This section discusses surface waters, groundwater resources, storm water collection and transmission, and flooding characteristics in the plan area. Key sources of information for this section include the San Francisco Bay Basin Water Quality Control Plan (Basin Plan) prepared by the San Francisco Bay Regional Water Quality Control Board (January 2007), the Urban Water Management Plan (UWMP) for the City of Redwood City (2005), and the Unified Stream Assessment in Seven Watersheds in San Mateo County, California by the San Mateo Countywide Water Pollution Prevention Program (August 2008), Kennedy/Jenks/Chilton Consulting Engineers Water, Sewer Storm Drainage Master Plan dated 1986, and Winzler & Kelly’s Bayfront Canal Improvement Project Design Development Alternative Analysis, dated December 2003. 4.8.1 ENVIRONMENTAL SETTING Hydrologic Conditions The regional climate of the plan area is typical of the San Francisco Bay Area and is characterized by dry, mild summers and moist, cool winters. Average annual precipitation in the plan area is about 20 inches. About 80 percent of local precipitation falls in the months of November through March. Over the last century for which precipitation records are available, annual precipitation has ranged from an historic low of 8.01 inches in 1976 to an historic high of 42.82 inches in 1983.1 Surface Waters Figure 4.4-1 (in Section 4.4, Biological Resources) depicts surface water bodies in the plan area, which include Redwood and Cordilleras Creeks and their tributaries. Also shown are bay channels, including Westpoint Slough, Corkscrew Slough, northerly reaches of Redwood Creek, Smith Slough and Steinberger Slough, the Atherton Channel (Marsh Creek), and the Bay Front Canal.