California Regional Water Quality Control Board
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Flood Insurance?
Safe, Clean Water and Natural Flood Protection Program The passage of the Safe, Clean Water and Natural Flood Protection Program in 2012 has made the community’s long term goals for protecting the future of the Santa Clara Valley possible, including: • Supplying safe, healthy water • Retrofitting dams and critical infrastructure for earthquakes • Reducing toxins, hazards and contaminants • Restoring wildlife habitat in our waterways • Providing natural flood protection Even though we are in a drought, flooding can happen. Santa Clara County has had several damaging floods over the years, Extreme dry conditions can harden the ground. Within the first few most notably in 1995 and 1997 along the Guadalupe River and 1998 days of heavy rain, the ground can deflect water into streams and along Coyote and San Francisquito creeks. Call your city’s floodplain creeks, increasing the chances of flash flooding. It can strike quickly manager or the Santa Clara Valley Water District’s Community with little or no warning. Projects Unit at 408.630.2650 to determine if you are in a floodplain. Floodwater can flow swiftly through neighborhoods and away from The water district’s flood prevention and flood awareness outreach streams when creeks “overbank” or flood. Dangerously fast-moving efforts reduce flood insurance rates by as much as 10 percent. FEMA’s floodwaters can flow thousands of feet away from the flooded creek National Flood Insurance Program Community Rating System (CRS) within minutes. evaluates the flood protection efforts that CRS communities make and provides a rating. While the chances may seem slim for a 1 percent flood* to occur, the real odds of a 1 percent flood are greater than one in four during the In our area, *participating CRS communities (noted on the magnet) earn length of a 30-year mortgage. -
San Lorenzo Urban River Plan
San Lorenzo Urban River Plan A Plan for the San Lorenzo River, Branciforte Creek and Jessie Street Marsh Prepared by: City of Santa Cruz San Lorenzo Urban River Plan Task Force with assistance from Rivers, Trails and Conservation Assistance Program of the National Park Service Adopted June 24, 2003 Table of Contents Acknowledgements 3 Executive Summary 5 Chapter 19 Purpose, Context and Goals 1.1 Purpose of the San Lorenzo Urban River Plan 9 1.2 Goals and Benefits of the Plan 10 1.3 The Planning Area and River Reach Descriptions 10 1.4 Relationship to Existing City Plans 13 1.5 Plan Organization 13 Chapter 2 15 Plan Setting and Background 2.1 Physical Setting 15 2.2 Social Setting: Development of the City of Santa Cruz 17 2.3 The History of Flooding in Santa Cruz 18 2.4 Current Planning and the San Lorenzo Urban River Plan Task Force 19 Chapter 3 21 Riverwide Concepts and Programs 3.1 The San Lorenzo Riverway 21 3.2 Defining the Riverway: System-wide Recommendations 22 Chapter 4 23 Reach Specific Recommendations 4.1 Design Improvements 25 4.2 Site Specific Recommendations in River Reaches 29 Estuarine Reach 29 Transitional Reach 39 Riverine Reach 49 Chapter 5 55 Branciforte Creek 5.1 Area Description and Current Conditions 55 5.2 Reach Specific Recommendations for Branciforte Creek 58 Chapter 6 61 Significant Riverfront Areas 6.1 Front Street Riverfront Area 61 6.2 Salz Tannery to 64 Sycamore Grove Riverfront Area 6.3 Beach Flats Riverfront Area 71 Chapter 7 73 Plan Implementation 7.1 San Lorenzo River Committee 73 Recommendations 74 7.2 Project Phasing and Projected Costs 75 7.3 Funding Opportunities 75 Chapter 8 79 References Appendix A Lower San Lorenzo River and Lagoon Enhancement Plan Appendix B Jessie Street Marsh Management Plan PB SAN LORENZO URBAN RIVER PLAN The San Lorenzo Urban River Plan could Acknowledgements not have been developed without the dedication of the San Lorenzo Urban River Plan Task Force, City staff and the community. -
Central Coast
Table of Contents 1. INTRODUCTION ............................................................................................................ 1 1.1 Background ....................................................................................................................... 1 1.2 Consultation History......................................................................................................... 1 1.3 Proposed Action ............................................................................................................... 2 1.4 Action Area ..................................................................................................................... 32 2. ENDANGERED SPECIES ACT: BIOLOGICAL OPINION AND INCIDENTAL TAKE STATEMENT ......................................................................................................... 34 2.1 Analytical Approach ....................................................................................................... 34 2.2 Life History and Range-wide Status of the Species and Critical Habitat ...................... 35 2.3 Environmental Baseline .................................................................................................. 48 2.4 Effects of the Action ........................................................................................................ 62 2.5 Cumulative Effects .......................................................................................................... 76 2.6 Integration and Synthesis .............................................................................................. -
Site Assessemnt (PDF)
Site Assessment Report Scotts Valley Hotel SCOTTS VALLEY, SANTA CRUZ COUNTY, CALIFORNIA December 29, 2014 Prepared by: On behalf of: Johnson Marigot Consulting, LLC City Ventures, LLC Cameron Johnson Mr. Jason Bernstein 88 North Hill Drive, Suite C 444 Spear Street, Suite 200 Brisbane, California 94005 San Francisco, California 94105 1 Table Of Contents SECTION 1: Environmental Setting ................................................................................... 4 A. Project Location ........................................................................................................................... 4 B. Surrounding Land Use ................................................................................................................ 4 C. Study Area Topography and Hydrology ............................................................................... 4 D. Study Area Soil .............................................................................................................................. 5 E. Vegetation Types .......................................................................................................................... 5 SECTION 2: Methods ............................................................................................................... 7 A. Site Visit .......................................................................................................................................... 7 B. Study Limits .................................................................................................................................. -
(Oncorhynchus Mykiss) in the San Francisco Bay Area: Application of Adaptive Genomic Variation to Conservation in a Highly Impacted Landscape
Received: 27 May 2016 | Accepted: 10 August 2016 DOI: 10.1111/eva.12416 ORIGINAL ARTICLE Ancestry and adaptive evolution of anadromous, resident, and adfluvial rainbow trout (Oncorhynchus mykiss) in the San Francisco bay area: application of adaptive genomic variation to conservation in a highly impacted landscape Maeva Leitwein1,2 | John Carlos Garza2,3 | Devon E Pearse2,3 1Technopôle Brest-Iroise, rue Dumont d’Urville, Institut Universitaire Européen de Abstract la Mer (IUEM), University of Brest, Plouzané, The streams draining of into San Francisco Bay, California, have been impacted by France habitat alteration for over 150 years, and roads, dams, water diversions, and other 2Institute of Marine Sciences, University of California, Santa Cruz, CA, USA impediments now block the paths of many aquatic migratory species. These changes 3Fisheries Ecology Division, Southwest can affect the genetic structure of fish populations, as well as driving adaptive evolu- Fisheries Science Center, National Marine tion to novel environmental conditions. Here, we determine the evolutionary relation- Fisheries Service, Santa Cruz, CA, USA ships of San Francisco Bay Area steelhead/rainbow trout (Oncorhynchus mykiss) Correspondence populations and show that (i) they are more closely related to native coastal steelhead Devon E Pearse, Fisheries Ecology Division, Southwest Fisheries Science Center, than to the California Central Valley lineage, with no evidence of introgression by do- National Marine Fisheries Service, Santa mesticated hatchery rainbow trout, (ii) populations above and below barriers within Cruz, CA, USA. Email: [email protected] watersheds are each other’s closest relatives, and (iii) adaptive genomic variation as- sociated with migratory life- history traits in O. -
4.9 Hydrology and Water Quality
Monterey Bay Sanctuary Scenic Trail Network Master Plan EIR Section 4.9 Hydrology and Water Quality 4.9 HYDROLOGY AND WATER QUALITY 4.9.1 Setting a. Regional Hydrology. Watersheds. The MBSST Network would traverse through nearly every watershed in Santa Cruz County, and be located where the watersheds drain, due to its coastal location. A list of the watersheds within the MBSST Network is provided below. Because several watersheds fall within more than one reach of the MBSST Network, the watersheds are listed in order from north to south, rather than by reach. Waddell Baldwin Wilder Swanton Bluffs San Lorenzo River Scott Creek Arana Gulch – Rodeo Davenport Soquel Creek San Vicente Creek Aptos Creek Liddell Creek Pajaro River Laguna Creek Watsonville Slough Majors San Andreas The watersheds cover almost all of Santa Cruz County, except for the less than 20 acres that are within the Año Nuevo Creek Watershed and the Pescadero Watershed. Each watershed consists of numerous tributaries, with over 50 tributaries combined. All of these watersheds are within the jurisdiction of the Central Coast Regional Water Quality Control Board (RWQCB). The RWQCB establishes requirements prescribing the quality of point and nonpoint sources of discharge and establishes water quality objectives through the Water Quality Control Plan for the local basin. A point source is defined as waste emanating from a single, identifiable point such as a wastewater treatment plant. A nonpoint source of discharge results from drainage and percolation of activities such as agriculture and stormwater runoff. Groundwater. Groundwater supplies account for approximately 80 percent of the countywide water supply. -
NOAA Technical Memorandum NMFS
NOAA Technical Memorandum NMFS OCTOBER 2005 HISTORICAL OCCURRENCE OF COHO SALMON IN STREAMS OF THE CENTRAL CALIFORNIA COAST COHO SALMON EVOLUTIONARILY SIGNIFICANT UNIT Brian C. Spence Scott L. Harris Weldon E. Jones Matthew N. Goslin Aditya Agrawal Ethan Mora NOAA-TM-NMFS-SWFSC-383 U.S. DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration National Marine Fisheries Service Southwest Fisheries Science Center NOAA Technical Memorandum NMFS The National Oceanic and Atmospheric Administration (NOAA), organized in 1970, has evolved into an agency which establishes national policies and manages and conserves our oceanic, coastal, and atmospheric resources. An organizational element within NOAA, the Office of Fisheries is responsible for fisheries policy and the direction of the National Marine Fisheries Service (NMFS). In addition to its formal publications, the NMFS uses the NOAA Technical Memorandum series to issue informal scientific and technical publications when complete formal review and editorial processing are not appropriate or feasible. Documents within this series, however, reflect sound professional work and may be referenced in the formal scientific and technical literature. Disclaimer of endorsement: Reference to any specific commercial products, process, or service by trade name, trademark, manufacturer, or otherwise does not constitute or imply its endorsement, recommendation, or favoring by the United States Government. The views and opinions of authors expressed in this document do not necessarily state or reflect those of NOAA or the United States Government, and shall not be used for advertising or product endorsement purposes. NOAA Technical Memorandum NMFS This TM series is used for documentation and timely communication of preliminary results, interim reports, or special purpose information. -
Flood Protection Capital Improvements
Flood Protection Capital Improvements FLOOD PROTECTION OVERVIEW West Valley Watershed The District manages approximately 800 miles of creeks in Major Capital Improvements Completed Santa Clara County to meet the Board’s Ends Policy E–3, • Calabazas Creek from Guadalupe Slough to Wardell “There is a healthy and safe environment for residents, Road businesses and visitors, as well as for future generations.” • San Tomas Creek from Southern Pacific Railroad to The district’s goals are further defined in E-3.1, “Provide Cabrillo Avenue natural flood protection for residents, businesses, and • Saratoga Creek from San Tomas Creek to visitors” and E-3.2, “Reduce potential for flood damages.” Lawrence Expressway The 800 miles of creeks are located in five watersheds: Lower Peninsula, West Valley, Guadalupe, Coyote, and Major Capital Improvements Identified in the CIP Uvas/Llagas. The District administers an asset management • Sunnyvale East and West Channels (Clean, Safe Creeks) program for its flood protection infrastructure. The program includes a schedule for maintenance and Guadalupe Watershed rehabilitation to ensure that each facility functions as Major Capital Improvements Completed intended over its useful life. • Alamitos Creek • Guadalupe River–Lower from Alviso Marina to Fifty years of working for flood protection has significantly Interstate 880 reduced the intensity and frequency of flooding in Santa • Guadalupe River–Downtown from Interstate 880 to Clara County. By 2005 the District had provided flood Interstate 280 protection to 93,253 of the 166,526 parcels in the flood plain and another 6,642 have been protected since then. Major Capital Improvements Identified in the CIP • Guadalupe River–Upper, Interstate 280 to Blossom Hill Road (Clean, Safe Creeks/Safe, Clean Water) The voters in Santa Clara County have supported the District’s flood protection efforts by approving benefit Coyote Watershed assessment funding in 1982, 1986, and 1990. -
4.7 Hydrology and Water Quality
Scotts Valley Town Center Specific Plan EIR Section 4.7 Hydrology and Water Quality 4.7 HYDROLOGY AND WATER QUALITY This section is based on information from the following documents: • Gateway South Office Building and Fire Station Draft Supplemental EIR, City of Scotts Valley, January 2004 • Gateway South Office Building and Fire Station Hydrology Technical Report, City of Scotts Valley , January 2004 • Polo Ranch Draft Recirculated EIR, City of Scotts Valley, December 2005 • 2005 Urban Water Management Plan. Scotts Valley Water District. • Groundwater Modeling Study of the Santa Margarita Groundwater Basin • 2007 Annual Report. Scotts Valley Water District. Groundwater Management Program. May 2008. 4.7.1 Setting a. Physical Setting. Drainage. The City of Scotts Valley occupies the valley of Carbonera Creek and its main tributary to the north, Bean Creek. The project site is located within both the watershed of Carbonera Creek and Bean Creek (see Figure 4.7-1). Carbonera Creek is a tributary of the San Lorenzo River system, which drains south from the Santa Cruz Mountains into the Monterey Bay at the City of Santa Cruz. The San Lorenzo River watershed drains approximately 137 square miles, and its principal tributaries include Boulder Creek, Kings Creek, Bear Creek, Newell Creek, Zayante Creek, Bean Creek, and Branciforte Creek. The Carbonera Creek watershed drains 3.6 square miles at United States Geological Survey (USGS) gauge near the Scotts Valley Water District (SVWD) southern boundary. Unlike Bean Creek, Carbonera Creek typically becomes dry or near dry during the summer months. The creek flows generally southwest from its headwaters in the Santa Cruz Mountains, and discharges to Branciforte Creek in the City of Santa Cruz. -
B118 Basin Boundary Description 2003
Central Coast Hydrologic Region California’s Groundwater Scotts Valley Groundwater Basin Bulletin 118 Scotts Valley Groundwater Basin • Groundwater Basin Number: 3-27 • County: Santa Cruz • Surface Area: 774 acres (1.2 square miles) Basin Boundaries and Hydrology The Scotts Valley Groundwater Basin is located in the Santa Cruz Mountains in central Santa Cruz County. The basin is a “J” shaped alluviated valley located along State Highway 17. The basin boundary is the contact edge of the Quaternary alluvial fill with the surrounding Tertiary sedimentary units. In addition to the alluvial basin, a groundwater resource area of about 20 square miles comprised of Tertiary sedimentary units exists in the Scotts Valley area. Carbonera Creek drains the upper northern basin and an unnamed tributary drains the southern portion. Average annual precipitation varies from 39 to 41 inches, increasing westerly. Hydrogeologic Information Water Bearing Formations The Tertiary Lompico Sandstone sits atop the valley’s granitic basement. The Monterey Shale is above the Lompico Sandstone and varies in thickness up to 600 feet (DKTCE 1994). The thickness varies because of the earlier erosion of vertically displaced blocks due to faulting and structural folding The principal water bearing formation is the Santa Margarita Sandstone that lies above the Monterey Shale. The Lompico Sandstone also yields water to wells. However, Todd Engineers (1996) assigned a specific yield of six percent to the Lompico Sandstone and 12 percent to the Santa Margarita Sandstone. Unconfined water conditions exist in the Santa Margarita Sandstone (up to 350 feet thick) and semi-confined or confined conditions occur in the lower Lompico Sandstone formation (DKTCE 1994). -
Proposed Designation of Critical Habitat For
Federal Register / Vol. 66, No. 32 / Thursday, February 15, 2001 / Proposed Rules 10469 * * * * * Road, Suite B, Ventura, California, (km) (30 miles (mi)) inland. Polygonum Dated: January 16, 2001 93003. hickmanii differs from P. parryi in its Kenneth L. Smith, You may also send comments by larger white flowers, longer leaves, electronic mail (e-mail) to larger anthers and achenes, and longer, Assistant Secretary for Fish and Wildlife and straight stem sheath (Hinds and Morgan Parks. svpolyg&[email protected]. See the Public Comments Solicited section below for 1995). [FR Doc. 01–1836 Filed 2–14–01; 8:45 am] file format and other information about Chorizanthe robusta var. hartwegii is BILLING CODE 4310–55–C electronic filing. a low-growing herb with rose-pink You may hand-deliver comments to involucral margins confined to the basal portion of the teeth and an erect habit. DEPARTMENT OF THE INTERIOR our Ventura Fish and Wildlife Office, U.S. Fish and Wildlife Service, 2493 The aggregate flowers (heads) are Fish and Wildlife Service Portola Road, Suite B, Ventura, medium in size (1 to 1.5 cm (0.4 to 0.6 California 93003. in.) in diameter) and distinctly 50 CFR Part 17 Comments and materials received will aggregate. The plant germinates during be available for public inspection, by the winter months and flowers from RIN 1018–AH82 appointment, during normal business April through June. Although hours at the above address. pollination ecology has not been studied Endangered and Threatened Wildlife for this taxon, it is likely visited by a and Plants; Proposed Designation of FOR FURTHER INFORMATION CONTACT: Connie Rutherford, Ventura Fish and wide array of pollinators; observations Critical Habitat for Polygonum of pollinators on other species of hickmanii (Scotts Valley Polygonum) Wildlife Office, U.S. -
13-016 Draft 90% Design Memo 11-15-18 Final
APPENDIX A Fish Passage Design Flow Calculations Project: Permanente Quarry Project #: 13-016 Date: 8/29/2017 Calculated by: M.L.B/B.R.S. Checked by: B.M.Z. Exceedence Probability Values for Mean Daily Flows at USGS Gages Near Cupertino Annual Exceedance Discharge (cfs) Gage #11166575 Gage #11166578 Gage #11169500 Gage #11164500 Gage #11166000 Permanente Creek West Fork Permanente Creek Saratoga Creek San Francisquito Creek Matadero Creek Percent Exceedence Normalized Normalized Real Flows Real Flows Normalized Flows Normalized Flows Real Flows Normalized Flows Flows Real Flows (cfs) Real Flows (cfs) Flows (cfs) (cfs) (cfs/sq.mi.) (cfs/sq.mi.) (cfs) (cfs/sq.mi.) (cfs/sq.mi.) (cfs/sq.mi.) 95 0.00 0.00 0.00 0.00 0.36 0.04 0.15 0.00 0.00 0.00 90 0.00 0.00 0.00 0.00 0.49 0.05 0.29 0.01 0.00 0.00 10 4.00 1.04 0.82 0.27 18.00 1.95 45.00 1.20 3.50 0.48 5 7.30 1.89 3.49 1.17 38.80 4.21 112.75 3.01 9.90 1.36 Gage #11166575 Gage #11166578 Gage #11169500 Gage #11164500 Gage #11164500 Drainage Area (sq.mi.) 3.86 2.98 9.22 37.4 7.26 Drainage Record Length Normalized Exceedance Flows Site Name Location Area (mi2) (yrs) 95% (cfs/mi2) 90% (cfs/mi2) 10% (cfs/mi2) 5% (cfs/mi2) PERMANENTE C NR MONTE VISTA CA - 11166575 37°20'00" 122°05'13" 3.86 3 0.00 0.00 1.04 1.89 WF PERMANENTE C NR MONTE VISTA CA - 11166578 37°19'59" 122°05'58" 2.98 3 0.00 0.00 0.27 1.17 SARATOGA C A SARATOGA CA - 11169500 1 37°15'16" 122°02'18" 9.22 20 0.04 0.05 1.95 4.21 SAN FRANCISQUITO C A STANFORD UNIVERSITY CA - 11164500 2 37°25'24" 122°11'18" 37.4 20 0.00 0.01 1.20 3.01 MATADERO CREEK A PALO ALTO CA 11166000 3 37°25'18" 122°08'04" 7.26 65 0.00 0.00 0.48 1.36 1 Water is diverted 0.7 miles upstream of gage for municipal use by San Jose Water Works Average = 0.01 0.01 0.99 2.33 2 Flow Slightly regulated by Searsville Lake.