Of the Salinas River
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The Paso Robles AVA and Its Eleven Viticultural Areas
The Paso Robles AVA and its Eleven Viticultural Areas Located along California's famed Central Coast, the Paso Robles winegrape growing Paso Robles Highlands region's climate is perfect for the production of award‐winning premium wines. A Climate: District Region IV long growing season of warm days and cool evenings give rise to vibrantly ripened Annual Average Rainfall: 12 in (30 cm) fruit with dynamic flavor profiles. The region’s diversity led to the establishment of Diurnal Growing Season Temperature Change: 50°F 11 new viticultural areas within the greater Paso Robles AVA, made official in 2014. Topography: Old Pliocene–Pleistocene erosional surface across the Simmler, This historic announcement concluded a seven‐year process by a dedicated group Monterey and Paso Robles Formations below the La Panza Range; of Paso Robles vintners and winegrape growers who created a unified approach, 1,160‐2,086 ft. (353‐635 m) using science as its standard, to develop a comprehensive master plan for the Soil: Deep, sometimes cemented alluvial soils; old leached alkaline soils common, greater Paso Robles American Viticultural Area. with younger sandy soils along active steams. Paso Robles Paso Robles Willow Creek District Climate: Maritime, becoming more continental to the east, with growing Climate: Region II degree‐day Regions II, III and IV. Annual Average Rainfall: 24‐30 in (61‐76 cm) Annual Average Rainfall: 8‐30 in (20‐76 cm) Diurnal Growing Season Temperature Change: 20°F Diurnal Growing Season Temperature Change: 20‐50°F Topography: High elevation mountainous bedrock slopes across a more erodible Topography: Salinas River and tributary valleys, alluvial terraces, and member of the Monterey Formation; 960‐1,900 ft. -
Technical Report
2350 Mission College Blvd., Suite 525 Santa Clara, CA 95054 650-852-2800 Storm Water Resource Plan For the Greater Salinas Area Final February 10, 2017 Prepared for Monterey Regional Water Pollution Control Agency 5 Harris Court, Building D Monterey, CA 93940 K/J Project No. 1668019*00 Table of Contents List of Tables ................................................................................................................................ iii List of Figures............................................................................................................................... iii List of Appendices ........................................................................................................................ iv List of Acronyms ........................................................................................................................... iv Section 1: Introduction and SWRP Objectives .............................................. 6 1.1 Plan Development .................................................................................. 6 1.1 SWRP Plan Objectives........................................................................... 8 1.1.1 GMC IRWM Plan Objectives ..................................................... 11 1.1.1.1 Basin Plan Goals Relevant to Storm Water ............ 11 1.1.2 Greater Salinas Area SWRP Objectives ................................... 11 1.1.2.1 Water Quality Objective .......................................... 12 1.1.2.2 Water Supply Objective ......................................... -
Nacimiento Dam Operation Policy
Nacimiento Dam Operation Policy Monterey County Water Resources Agency Adopted by the Board of Directors February 20, 2018 Recommended by the Reservoir Operations Advisory Committee November 30, 2017 Contents Contents Section I – Introduction and Background ................................................................................ 1 General Description / Information ............................................................................................. 2 Nacimiento River ..................................................................................................................... 2 Nacimiento Dam ..................................................................................................................... 3 Nacimiento Hydroelectric Plant .............................................................................................. 3 Nacimiento Water Project (NWP) ........................................................................................... 4 Pertinent Nacimiento Reservoir Elevations ............................................................................ 4 Section II – Governance and Water Rights .............................................................................. 7 Monterey County Water Resources Agency Board of Supervisors ............................................ 7 Monterey County Water Resources Agency Board of Directors ................................................ 7 Reservoir Operations Advisory Committee ............................................................................... -
Possible Correlations of Basement Rocks Across the San Andreas, San Gregorio- Hosgri, and Rinconada- Reliz-King City Faults
Possible Correlations of Basement Rocks Across the San Andreas, San Gregorio- Hosgri, and Rinconada- Reliz-King City Faults, U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1317 Possible Correlations of Basement Rocks Across the San Andreas, San Gregorio- Hosgri, and Rinconada- Reliz-King City Faults, California By DONALD C. ROSS U.S. GEOLOGICAL SURVEY PROFESSIONAL PAPER 1317 A summary of basement-rock relations and problems that relate to possible reconstruction of the Salinian block before movement on the San Andreas fault UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1984 DEPARTMENT OF THE INTERIOR WILLIAM P. CLARK, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director Library of Congress Cataloging in Publication Data Boss, Donald Clarence, 1924- Possible correlations of basement rocks across the San Andreas, San Gregrio-Hosgri, and Rinconada-Reliz-King City faults, California (U.S. Geological Survey Bulletin 1317) Bibliography: p. 25-27 Supt. of Docs, no.: 119.16:1317 1. Geology, structural. 2. Geology California. 3. Faults (geology) California. I. Title. II. Series: United States. Geological Survey. Professional Paper 1317. QE601.R681984 551.8'09794 84-600063 For sale by the Distribution Branch, Text Products Section, U.S. Geological Survey, 604 South Pickett St., Alexandria, VA 22304 CONTENTS Page Abstract _____________________________________________________________ 1 Introduction __________________________________________________________ 1 San Gregorio-Hosgri fault zone ___________________________________________ 3 San Andreas -
Attachment 6. Phase I
PHASE I ENVIRONMENTAL SITE ASSESSMENT AND LIMITED PHASE II SOIL TEST¡NG MONTEREY-SALI NAS TRANSIT SOUTH COUNTY OPERATIONS AND MAINTENANCE FACITITY KING CITY EAST RANCH BUSINESS PARK, APN 026-521.03I KING CITY, CATIFORNIA June8,2OI7 Prepared for Denise Duffy and Associates, lnc Prepared by Earth Systems Pacific 500 Park Center Drive, Suite L Hollister, CA 95023 Copyright @ 2017 Earth Systems Pacific 500 Park Center Drive, Ste.1 Hollister, CA 95023 Ph: 83L-637-2133 esp@eâ rthsystems.com www.ea rthsystems.com June 8,2017 File No.: SH-13325-EA Ms. Erin Harwayne Denise Duffy and Associates, lnc. 947 Cass Street, Suite #5 Monterey, CA 93940 PROJECT: MONTEREY-SALINAS TRANSIT - SOUTH COUNTY OPERATIONS AND MAINTENANCE FACILITY KING CITY EAST RANCH BUSINESS PARK, APN 026-521.-O3L KING CITY, CALIFORNIA SUBJECT: Report of Phase I Environmental Site Assessment and Limited Phase ll SoilTesting Dear Ms. Harwayne: As authorized by Denise Duffy and Associates, lnc., Earth Systems Pacific (ESP) has completed this Phase I Environmental Site Assessment (ESA) and Limited Phase ll SoilTesting at the above- referenced site. lt was prepared to stand as a whole, and no part should be excerpted or used in exclusion of any other part. This project was conducted in accordance with our proposal dated April 12, 20L7. lf you have any questions regarding this report or the information contained herein, please contact the undersigned at your convenience. I declare that I meet the definition of an Environmental Professional as defined in 40CFR 3L2.tO. I have the specific qualifications based on education, training and experience to assess a property of the nature, history and setting of the subject site. -
Jodi Mcgraw, Ph.D. Population and Community Ecologist PO Box 883 Boulder Creek, CA 95006 (831) 338-1990 [email protected]
RAPID BIOLOGICAL RESOURCE ASSESSMENT FOR THE SALINAS RIVER, MONTEREY COUNTY, CALIFORNIA Prepared By: Jodi McGraw, Ph.D. Population and Community Ecologist PO Box 883 Boulder Creek, CA 95006 (831) 338-1990 [email protected] With Assistance From: Christina Boldero Intern, The Nature Conservancy 201 Mission Street 4th Floor San Francisco, CA 94105 Submitted to: The Nature Conservancy 201 Mission Street 4th Floor San Francisco, CA 94105 April 15, 2008 TABLE OF CONTENTS Section Page List of Tables iv List of Figures v Introduction 1 Section 1: The Physical Environment 4 1.1 Climate 4 1.2 Hydrology 4 1.2.1 Historic Hydrological Conditions 4 1.2.2 Hydrological Alterations 5 1.2.2.1 Dams 5 1.2.2.2 Levees 6 1.2.2.3 Groundwater pumping 6 1.2.2.4 Channel Alterations 7 1.2.2.5 Estuary and Lagoon Alterations 7 1.2.2.5 Other Hydrological Alterations 7 1.2.3 Current Hydrological Conditions 8 1.3 Water Quality 10 1.4 Land Use 10 1.4.1 Historic Land Use 11 1.4.2 Current Land Use 11 1.4.2.1 Agricultural Land 12 1.4.2.2 Urban Areas 13 1.4.3 Current Land Use Changes 13 Section 2: High Priority Species and Communities 13 2.1 Aquatic Communities 13 2.1.1 Coastal Wetlands 13 2.1.2 Freshwater Wetlands 13 2.2 Aquatic Species 14 2.2.1 Pinnacles Riffle Beetle 14 2.2.2 Pacific Lamprey 15 2.2.3 Monterey Roach 16 2.2.4 Sacramento Speckled Dace 16 2.2.5 Steelhead trout 16 2.2.6 California Red-Legged Frog 21 2.2.7 Foothill Yellow-Legged Frog 22 2.2.8 Southwestern pond turtle 22 Salinas River Biological Assessment ii Jodi M. -
Monterey County
Steelhead/rainbow trout resources of Monterey County Salinas River The Salinas River consists of more than 75 stream miles and drains a watershed of about 4,780 square miles. The river flows northwest from headwaters on the north side of Garcia Mountain to its mouth near the town of Marina. A stone and concrete dam is located about 8.5 miles downstream from the Salinas Dam. It is approximately 14 feet high and is considered a total passage barrier (Hill pers. comm.). The dam forming Santa Margarita Lake is located at stream mile 154 and was constructed in 1941. The Salinas Dam is operated under an agreement requiring that a “live stream” be maintained in the Salinas River from the dam continuously to the confluence of the Salinas and Nacimiento rivers. When a “live stream” cannot be maintained, operators are to release the amount of the reservoir inflow. At times, there is insufficient inflow to ensure a “live stream” to the Nacimiento River (Biskner and Gallagher 1995). In addition, two of the three largest tributaries of the Salinas River have large water storage projects. Releases are made from both the San Antonio and Nacimiento reservoirs that contribute to flows in the Salinas River. Operations are described in an appendix to a 2001 EIR: “ During periods when…natural flow in the Salinas River reaches the north end of the valley, releases are cut back to minimum levels to maximize storage. Minimum releases of 25 cfs are required by agreement with CDFG and flows generally range from 25-25[sic] cfs during the minimum release phase of operations. -
Temporal and Spatial Trends of Late Cretaceous-Early Tertiary Underplating of Pelona and Related Schist Beneath Southern California and Southwestern Arizona
spe374-14 page 1 of 26 Geological Society of America Special Paper 374 2003 Temporal and spatial trends of Late Cretaceous-early Tertiary underplating of Pelona and related schist beneath southern California and southwestern Arizona M. Grove Department of Earth and Space Sciences, University of California, 595 Charles Young Drive E, Los Angeles, California 90095-1567, USA Carl E. Jacobson Department of Geological and Atmospheric Sciences, Iowa State University, Ames, Iowa 50011-3212, USA Andrew P. Barth Department of Geology, Indiana University–Purdue University, Indianapolis, Indiana 46202-5132, USA Ana Vucic Department of Geological and Atmospheric Sciences, Iowa State University, Ames, Iowa 50011-3212, USA ABSTRACT The Pelona, Orocopia, and Rand Schists and the schists of Portal Ridge and Sierra de Salinas constitute a high–pressure-temperature terrane that was accreted beneath North American basement in Late Cretaceous–earliest Tertiary time. The schists crop out in a belt extending from the southern Coast Ranges through the Mojave Desert, central Transverse Ranges, southeastern California, and southwest- ern Arizona. Ion microprobe U-Pb results from 850 detrital zircons from 40 meta- graywackes demonstrates a Late Cretaceous to earliest Tertiary depositional age for the sedimentary part of the schist’s protolith. About 40% of the 206Pb/238U spot ages are Late Cretaceous. The youngest detrital zircon ages and post-metamorphic mica 40Ar/39Ar cooling ages bracket when the schist’s graywacke protolith was eroded from its source region, deposited, underthrust, accreted, and metamorphosed. This interval averages 13 ± 10 m.y. but locally is too short (<~3 m.y.) to be resolved with our methods. -
Application to Appropriate Water in Division of Water Rights California") P.O
TYPE OR PRINT IN BLACK INK California Environmental Protection Agency (For instructions, see booklet: "How to File an State Water Resources Control Board Application to Appropriate Water in Division of Water Rights California") P.O. Box 2000, Sacramento, CA 95812-2000 Tel: (916) 341-5300 Fax: (916) 341-5400 APPLICATION NO www. waterboards. ca.gov/waterrights APPLICATION TO APPROPRIATE WATER 1. APPLICANT/AGENT APPLICANT ASSIGNED AGENT (if any) Name Shandon-San Juan Water District Michael Preszler Mailing Address P.O. Box 150 169 Parkshore Drive, Suite 110 City, State & Zip Shandon, CA 93461 Folsom, CA 95630 Telephone (805) 451-0841 (916) 542-7895 Fax E-mail [email protected] [email protected] 2. OWNERSHIP INFORMATION (Please check type of ownership.) Sole Owner _ Limited Liability Company (LLC) _General Partnership* „ Limited Partnership* Business Trust _ Husband/Wife Co-Ownership _ Corporation Joint Venture x Other California Water District *Please identify the names, addresses and phone numbers of all partners. 3. PROJECT DESCRIPTION (Provide a detailed description of your project, including, but not limited to, type of construction activity, area to be graded or excavated, and how the water will be used.) Add additional pages if needed and check box below and label as an attachment. This project is being undertaken by the Shandon-San Juan Water District. The purpose of the project is to augment groundwater supplies in the Paso Robles Area Subbasin (the "Subbasin") by transporting unappropriated water in Lake Nacimiento through the existing Nacimiento Water Project Pipeline (the "Pipeline") to the Subbasin. Water would be delivered to the Subbasin by direct recharge in groundwater recharge facilities that will be constructed, owned and operated by Applicant. -
Creek Stewardship Guide for San Luis Obispo County Was Adapted from the Sotoyome Resource Conservation District’S Stewardship Guide for the Russian River
Creek Stewardship Guide San Luis Obispo County 65 South Main Street Suite 107 Templeton, CA 93465 805.434.0396 ext. 5 www.US-LTRCD.org Acknowledgements The Creek Stewardship Guide for San Luis Obispo County was adapted from the Sotoyome Resource Conservation District’s Stewardship Guide for the Russian River. Text & Technical Review Sotoyome Resource Conservation District, Principal Contributor Melissa Sparks, Principal Contributor National Resource Conservation District, Contributor City of Paso Robles, Contributor Terra Verde Environmental Consulting, Reviewer/Editor Coastal San Luis Resource Conservation District, Reviewer/Editor Monterey County Resource Conservation District, Reviewer/Editor San Luis Obispo County Public Works Department, Reviewer/Editor Atascadero Mutual Water Company, Reviewer Photographs Carolyn Berg Terra Verde Environmental Consulting US-LT RCD Design, Editing & Layout Scott Ender Supporting partner: December 2012 Table of Contents 1 INTRODUCTION 2 RESOURCE CONSERVATION DISTRICTS IN SAN LUIS OBISPO COUNTY 3 WATERSHEDS OF SAN LUIS OBISPO COUNTY 3 Climate 4 Unique & Diverse Watersheds & Sub-Watersheds of San Luis Obispo County 7 Agriculture in San Luis Obispo County Watersheds 8 WHAT YOU CAN DO TO HELP SAN LUIS OBISPO’S CREEKS 9 Prevent & Control Soil Erosion 11 Properly Maintain Unsurfaced Roads and Driveways 13 Restore Native Riparian Vegetation 14 Remove Exotic Species 14 Enhance Instream Habitat 15 Avoid Creating Fish Passage Barriers 15 Conserve Water 16 Control Stormwater Runoff 16 Maintain Septic Systems -
Lower San Juan Creek Watershed
Lower San Juan Creek Watershed Hydrologic Water Acreage Flows to Groundwater Jurisdictions Unit Name Planning Basin(s) Area Estrella Rafael/ Big 114,329 Salinas River via Paso Robles County of San Luis 17 Spring acres Estrella River – to Obispo WPA 11, Pacific Ocean Shandon (ptn) Salinas/ (Monterey Bay Los Padres National Estrella National Marine Forest Sanctuary) WPA 14 Description: The Lower San Juan Creek watershed is located in the eastern portion of the county to the north- west of the Carrizo Plains. The headwaters are located in the La Panza range with the highest point at approximately 3600-feet. The confluence of San Juan Creek with the Estrella River occurs at Shandon. The dominant land use is agriculture. The San Juan Creek Valley is generally used most intensively for agriculture because of better soils and water availability. Irrigated production has increased during the last 10 years, particularly in vineyards and alfalfa. Dry farming and grazing operations encompass the rest of the agricultural uses. The riparian forest and a portion of the adjacent upland areas associated with the Estrella River and San Juan Creek in the vicinity of Shandon are important wildlife habitat, and serve as important corridors for wildlife movement. San Joaquin kit fox and Western burrowing owl occur in open grasslands. Another important wildlife movement corridor is located near the base of the hillside near the eastern edge of Shandon. Existing Watershed Plans: No existing plans to date Watershed Management Plan Phase 1 Lower San Juan Creek Watershed, Section 3.2.3.6, page 167 Lower San Juan Creek Watershed Characteristics Physical Setting Rainfall Average Annual: 9-13 in. -
Regional Project Description
CHAPTER 5 Regional Project Description 5.1 Introduction This introduction discusses the origin of the Monterey Regional Water Supply Program (Regional Project), places the Regional Project in the context of the Coastal Water Project (CWP) as a whole, describes the regional water supplies and needs, and provides an overview of the Phase 1 and Phase 2 Regional Project components. 5.1.1 Project Overview and Background As explained in prior chapters, this environmental impact report (EIR) evaluates the potential environmental effects of a project proposed by California American Water Company (CalAm) to provide a new water supply for the Monterey Peninsula. The project is known as the Coastal Water Project. The water supply is needed to replace existing supplies that are constrained by recent legal decisions affecting the Carmel River and Seaside Groundwater Basin water resources, as described in more detail in Chapter 2. The CWP would produce desalinated water, convey it to the existing CalAm distribution system, and increase the system’s use of storage capacity in the Seaside Groundwater Basin. The CWP would consist of several distinct components: a seawater intake system; a desalination plant; a brine discharge system; product water conveyance pipelines and storage facilities; and an aquifer storage and recovery (ASR) system. Coastal Northern Monterey County has long faced water supply challenges (Figure 3-1 shows the area referred to as Coastal Northern Monterey County). The problems of seawater intrusion and excess diversion have existed for decades. Seawater intrusion was identified in Monterey County in the late 1930s and documented by the State of California in 1946 as part of Bulletin 52.