DOCSLIB.ORG

Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California DRAFT PREPARED FOR: San Bernardino Valley Municipal Water District January 10, 2012 GEOSCIENCE Support Services, Inc. Ground Water Resources Development P.O. Box 220, Claremont, CA 91711 | P (909) 451-6650 | F (909) 451-6638 | www.gssiwater.com Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California 10‐Jan‐12 STORMWATER FLOW AND CAPTURE ANALYSIS ‐ ACTIVE RECHARGE PROJECT FOR THE TRIBUTARIES OF THE SANTA ANA RIVER, SAN BERNARDINO VALLEY, CALIFORNIA TABLE OF CONTENTS ABBREVIATIONS AND DEFINITIONS ........................................................................................................ 1 1.0 INTRODUCTION ............................................................................................................................ 7 2.1 Purpose and Scope .............................................................................................................. 7 2.2 Approved Modifications to Scope of Work ........................................................................... 8 2.3 Sources of Data ................................................................................................................... 9 3.0 QUANTIFICATION OF THE AMOUNT OF STORMWATER GENERATED BY EACH TRIBUTARY TO THE SANTA ANA RIVER (NOT INCLUDING THE SANTA ANA RIVER) LEAVING THE SBBA .................... 11 3.1 Quantification of Historical Stormwater Flows from Outside Tributaries to the SBBA ......... 11 3.2 Quantification of the Amount of Surface Flow that Leaves the SBBA .................................. 12 3.2.1 Watershed Model Development ........................................................................... 12 3.2.2 Watershed Model Calibration ............................................................................... 13 3.2.3 Watershed Model Verification............................................................................... 15 3.2.4 Watershed Model Sensitivity Analysis .................................................................... 16 3.2.5 Predictive Model Scenarios .................................................................................... 17 3.3 Quantification of the Amount of Surface Flow that Leaves the SBBA ...................... 18 3.4 Quantification of the Amount of Water Generated Internally within the SBBA ....... 19 4.0 CONCEPTUAL DESIGNS FOR FACILITIES THAT WILL BE USED TO MAXIMIZE THE CAPTURE OF STORMWATER BY EACH TRIBUTARY TO THE SANTA ANA RIVER (NOT INCLUDING THE SAR) LEAVING THE SBBA .................................................................................................................... 21 4.1 Documentary Research and Field Inventory of Existing Retention/Debris and Spreading Basins ............................................................................................................................... 21 i Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California 10‐Jan‐12 4.2 Field Infiltrometer Tests of Selected Tributary Creeks (New and Existing Basin Areas) ....... 21 4.3 Existing Claims on Water from Tributary Creeks ................................................................ 23 4.4 New Facilities to Optimize Capture of Stormwater Including New Retention/Debris Basins, Expanded, and New Spreading Basins ............................................................................... 24 4.4.1 Selection of Potential On‐Stream Recharge Locations ............................................. 25 4.4.3 Conceptual Designs for Facilities That Will Be Used to Maximize Capture of Stormwater ............................................................................................................ 31 4.4.4 Engineers Estimate for Construction of Capture Facilities ....................................... 32 4.4.5 Proposed Physical and Operational Modifications to Maximize Stormwater Capture at Existing Facilities ................................................................................................ 33 4.4.6 Potential Modifications to Existing Detention Basins to Maximize Stormwater Capture ...................................................................................................................... 33 4.4.7 Potential Operational Changes to Existing Detention Basins to Maximize Stormwater Capture .................................................................................................................. 34 5.0 QUANTIFICATION OF THE AMOUNT OF STORMWATER GENERATED BY EACH TRIBUTARY TO THE SANTA ANA RIVER (NOT INCLUDING THE SAR) LEAVING THE SBBA, ASSUMING THAT CAPTURE AND USE HAS BEEN MAXIMIZED ................................................................................................ 36 5.1 Ground Water Percolation from Stormwater Capture ........................................................ 36 5.2 Results from Project Stormwater Capture (Scenario 5) ...................................................... 38 5.2.1 Net Ground Water Recharge Under Project Conditions .......................................... 38 5.2.2 Quantification of the Amount of Surface Flow that Leaves the SBBA Under Project Conditions .............................................................................................................. 38 6.0 SUMMARY OF FINDINGS ............................................................................................................ 40 6.1 Historical Stormwater Flows from Outside Tributaries to the SBBA ................................... 40 6.2 Quantification of the Amount of Surface Flow that Leaves the SBBA .................................. 40 6.3 Quantification of the Amount of Water Generated Internally within the SBBA .................. 42 ii Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California 10‐Jan‐12 6.4 Field Infiltrometer Tests of Selected Tributary Creeks (New and Existing Basin areas) ........ 42 6.5 Potential New On‐Stream Recharge Facility Locations ....................................................... 43 6.6 Potential Project Capture Volumes from Tributary Creeks ............................................... 43 6.7 Proposed Physical and Operational Modifications to Maximize Stormwater Capture at Existing Facilities ............................................................................................................... 44 6.8 Ground Water Recharge from Stormwater Capture ........................................................... 45 6.9 Quantification of the Amount of Surface Flow that Leaves the SBBA under Project Conditions......................................................................................................................... 46 6.10 Estimate of Cost for Active Recharge Project ..................................................................... 47 7.0 REFERENCES ............................................................................................................................... 48 FIGURES, TABLES, APPENDICES iii Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California 10‐Jan‐12 FIGURES No. Description 1 Project Location and Tributary Sub‐Watersheds 2 2005 Land Use Conditions in the SBBA 3 1963 Land Use Conditions in the SBBA 4 Hydrolologic Soil Types in the SBBA 5 Isohyetals Precipitation and Gaging Station Locations 6a Channel Lining and Debris Basins – pre‐1969 6b Channel Ling and Debris Basins ‐2005 Conditions 6c Retention Basin, Debris Basin, and Spreading Basin Locations 7 Annual Surface Flow at Lytle Creek near Fontana Gaging Station (11062001) – 1934 to 2008 8 Annual Surface Flow at Cajon Creek below Lone Pine Creek near Keenbrook Gaging Station (11063510) – 1934 to 2008 9 Annual Surface Flow at Devil Canyon Creek near San Bernardino Gaging Station (11063680) – 1934 to 2008 10 Annual Surface Flow at East Twin Creek near Arrowhead Springs Gaging Station (11058500) – 1934 to 2008 11 Annual Surface Flow at City Creek near Highland Gaging Station (11055801) – 1934 to 2008 12 Annual Surface Flow at Plunge Creek near East Highlands Gaging Station (11055501) – 1934 to 2008 13 Annual Surface Flow at Mill Creek near Yucaipa Gaging Station (11054001) – 1934 to 2008 14 Annual Surface Flow at San Timoteo near Redlands Gaging Station (11057000) – 1934 to 2008 15 Annual Surface Flow at Cable Creek – 1934 to 2008 16 Annual Surface Flow at Sand Canyon Creek – 1934 to 2008 17 Annual Surface Flow at Waterman Canyon Creek – 1934 to 2008 iv Stormwater Flow and Capture Analysis ‐ Active Recharge Project for the Tributaries of the Santa Ana River, San Bernardino Valley, California 10‐Jan‐12 FIGURES (CONT.) No. Description 18 Annual Total Surface Flow from Outside Tributaries (Not Including Santa Ana River) to SBBA – 1934 to 2008 19 Schematic Diagram of HSPF 20 HSPF Model Watershed Areas 21 Hydrograph of Measured and Model‐Simulated Daily Streamflow at Santa Ana River at E Street Gaging Station – 1998 to 2008 22 Hydrograph of Measured and Model‐Simulated Daily Streamflow at San Timoteo Creek near Loma Linda Gaging Station – 1998 to 2008 23 Hydrograph of Measured and Model‐Simulated Daily Streamflow at Lytle Creek at Colton Gaging Station – 1998 to 2008 24 Hydrograph of Measured and Model‐ Simulated Daily
Load more

Recommended publications
  • County of Riverside General Plan Reche Canyon/Badlands Area Plan
    County of Riverside General Plan Reche Canyon/Badlands Area Plan COUNTY OF RIVERSIDE Transportation and Land Management Agency 4080 Lemon Street, 12th Floor Riverside, CA 92501-3634 Phone: (951) 955-3200, Fax: (951) 955-1811 October 2011 County of Riverside General Plan Reche Canyon/Badlands Area Plan TABLE OF CONTENTS Vision Summary.......................................................................................................................................................... iv Introduction ................................................................................................................................................................. 1 A Special Note on Implementing the Vision ........................................................................................................ 2 Location ........................................................................................................................................................................ 3 Features ........................................................................................................................................................................ 7 Setting ....................................................................................................................................................................... 7 Unique Features ........................................................................................................................................................ 7 Badlands/Norton Younglove Preserve
    [Show full text]
  • San Timoteo Creek Habitat Enhancement Project San Bernardino County, California
    UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION IX 75 Hawthorne Street San Francisco, CA 94105 FINDING OF NO SIGNIFICANT IMPACT San Timoteo Creek Habitat Enhancement Project San Bernardino County, California Project Location and Description The Cities of Loma Linda and Redlands have requested $4,500,240.00 from the United States Environmental Protection Agency (EPA) to preserve and enhance wildlife habitat along a portion of San Timoteo Creek. The project covers approximately 6.58 linear miles of San Timoteo Creek, from the confluence of the Santa Ana River to the Riverside County line. The funds will be used for property acquisition and development and implementation of an enhancement plan. The EPA is considering fulfilling this funding request. Purpose and Need for the Proposed Action The purpose of the proposed action is to preserve existing habitat as open space in a land conservancy and to enhance more urbanized areas primarily by establishing native vegetation characteristic of the San Timoteo Creek area. Urbanization and stream channelization for flood control in the City of Loma Linda have resulted in the substantial loss of wildlife habitat in the lower reach of San Timoteo Creek. These activities are needed because San Timoteo Creek provides one of the only remaining linkages that present the opportunity to enhance wildlife corridors between the Santa Ana River and Prado Basins on the west and the San Bernardino, San Gorgonio, and San Jacinto Mountains to the east. This project will also compliment other ongoing conservation efforts upstream on the San Timoteo Creek. Environmental Consequences An Environmental Assessment (EA) was prepared for the San Timoteo Creek Habitat Enhancement Project in conformance with the National Environmental Policy Act (NEPA).
    [Show full text]
  • GEOLOGIC MAP and DIGITAL DATABASE of the REDLANDS 7.5’ QUADRANGLE, SAN BERNARDINO and RIVERSIDE COUNTIES, CALIFORNIA, V
    U.S. DEPARTMENT OF THE INTERIOR Open-File Report 03-302 U.S. GEOLOGICAL SURVEY Description of Map Units, Redlands 7.5’ Quadrangle U.S. DEPARTMENT OF THE INTERIOR OPEN-FILE REPORT 03-302 U.S. GEOLOGICAL SURVEY GEOLOGIC MAP AND DIGITAL DATABASE OF THE REDLANDS 7.5’ QUADRANGLE, SAN BERNARDINO AND RIVERSIDE COUNTIES, CALIFORNIA, v. 1.0 Description of Map Units Geology by J.C. Matti1, D.M. Morton2, B.F. Cox3, and K.J. Kendrick3 Digital preparation by P.M. Cossette4, B. Jones1, and S.A. Kennedy1 Description of Map Units by J.C. Matti1 2003 This database and report are preliminary and have not been reviewed for conformity with U.S. Geological Survey editorial standards or with the North American Stratigraphic Code. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government 1U.S. Geological Survey, Tucson, Arizona 2U.S. Geological Survey, Riverside, California 3U.S. Geological Survey, Menlo Park, California 4U.S. Geological Survey, Spokane, Washington 1 U.S. DEPARTMENT OF THE INTERIOR Open-File Report 03-302 U.S. GEOLOGICAL SURVEY Description of Map Units, Redlands 7.5’ Quadrangle [This Description of Map Units accompanies the geologic map and digital database of the Redlands 7.5’ quadrangle, San Bernardino and Riverside Counties, California, version 1.0] TABLE OF CONTENTS SURFICIAL DEPOSITS VERY YOUNG SURFICIAL DEPOSITS Very young wash deposits, active (latest Holocene) Very young wash deposits, unit 2 (latest Holocene) Very young wash deposits, unit 1 (latest Holocene) Very
    [Show full text]
  • Cultural Resources
    The Groves at Loma Linda Specific Plan and Phase Three Concept Area Project Draft EIR - SCH # 2018021064 4.4 – CULTURAL RESOURCES 4.4.1 INTRODUCTION AND METHODOLOGY The information in this Chapter is based on a Phase 1 Cultural Resources Investigation, prepared by McKenna et al., dated January 8, 2018, which reviewed the Specific Plan site conditions and the potential for impacts to cultural resources (see Appendix E of this Draft EIR). Cultural resources are defined as buildings, sites, structures, or objects, each of which may have historical, architectural, archaeological, cultural, or scientific importance. The term cultural resources also encompasses the National Historic Preservation Act (NHPA) term “historic property” as well as CEQA terms “historic resource” and “unique archaeological resource.” Under the NHPA, historic property refers to a property that is listed on, or determined eligible for listing on, the National Register of Historic Places (NRHP). Under CEQA, historic resource means a property that is listed on, or determined eligible for listing on the California Register of Historical Resources (CRHR). Unique archaeological resources are archaeological artifacts, objects, or sites that contain information to answer important scientific questions, possess a particular quality such as the oldest of its type, or are directly associated with a recognized important prehistoric or historic event or person. Archaeological Records Search McKenna et al. completed a standard archaeological records search through the California State University, Fullerton, South Central Coastal Information Center in Redlands. This research included a review of previously completed projects within one mile of the Specific Plan site; a review of the recorded cultural resources within one mile of the Study Area; a review of listings for the NRHP, CRHR, California Landmarks and California Points of Historical Interest.
    [Show full text]
  • Routing Diagram of Surface-Water Flow in the San Bernardino Area, California, 1998–PLATE 2 U.S
    OPEN-FILE REPORT 2005-1278 Pending release as USGS Professional Paper 1734 Routing Diagram of Surface-Water Flow in the San Bernardino area, California, 1998–PLATE 2 U.S. DEPARTMENT OF THE INTERIOR PREPARED IN COOPERATION WITH Danskin, W.R., McPherson, K.R., and Woolfenden, L.R., 2006, Hydrology, Description of Computer Models, U.S. GEOLOGICAL SURVEY SAN BERNARDINO VALLEY MUNICIPAL WATER DISTRICT and Evaluation of Selected Water-Management Alternatives in the San Bernardino Area, California R 6 W R 5 W 117 25' R 5 W R 4 W 117 20' 117 15' R 3 W 117 10' R 3 W R 2 W 117 05' Surface-water flow paths [SAR, Santa Ana River; Cr, Creek] Segment Segment Segment Segment Segment Segment Segment Segment Surface-water flow path Surface-water flow path Surface-water flow path Surface-water flow path Surface-water flow path Surface-water flow path Surface-water flow path Surface-water flow path No. No. No. No. No. No. No. No. 1 Lytle Creek channel 11 Sweetwater basin 26 unnamed 61 MacQuidy-Severence diversion channel 96 Waterman basin channel 131 Perris Hill basin 181 Oak Creek inflow 236 Mill Creek pipe, diversion 1 to Zanja 2 Lytle Creek turnout, gravel pit for recharge 12 Sweetwater and Devil Canyon, joined 27 Devil Canyon Road storm drain 62 Sycamore basin bypass 97 Waterman basin bypass 132 Del Rosa channel 182 Plunge Creek channel 237 Mill Creek pipe, Tate water-treatment plant 3 Lytle Creek channel 13 Devil Canyon diversion 28 Macy basin bypass 63 Sycamore basin 98 Waterman basin 133 Sand Canyon Dam inflow 183 Elder Creek inflow 238 Mill Creek pipe,
    [Show full text]
  • Carnivore Survey Report 2009
    Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) Biological Monitoring Program Carnivore Survey Report 2009 23 April 2010 Carnivore Survey Report 2009 TABLE OF CONTENTS INTRODUCTION.........................................................................................................................................1 GOALS AND OBJECTIVES ...................................................................................................................2 METHODS ....................................................................................................................................................3 TRANSECT SURVEYS..........................................................................................................................3 SURVEY DESIGN ..................................................................................................................6 FIELD PROCEDURE...............................................................................................................6 DATA ANALYSIS..................................................................................................................7 CAMERA STATIONS............................................................................................................................8 HABITAT LINKAGE SURVEYS...........................................................................................................11 INCIDENTAL OBSERVATIONS ...........................................................................................................11
    [Show full text]
  • One Water One Watershed Plan Update 2018 Moving Forward Together Santa Ana River Watershed
    One Water One Watershed Plan Update 2018 Moving forward together Santa Ana River Watershed OWOW PLAN UPDATE 201 8 : MOVING FORWARD TOG ETHER SAWPA COMMISSION APPROVAL CERTIFICATION SAWPA NOVEMBER 2018 OWOW PLAN UPDATE 201 8 : MOVING FORWARD TOG ETHER INTENTIONALLY LEFT BLANK SAWPA NOVEMBER 2018 OWOW PLAN UPDATE 201 8 : MOVING FORWARD TOG ETHER OWOW STEERING COMMITTEE APPROVAL CERTIFICATION SAWPA NOVEMBER 2018 OWOW PLAN UPDATE 201 8 : MOVING FORWARD TOG ETHER INTENTIONALLY LEFT BLANK SAWPA NOVEMBER 2018 OWOW PLAN UPDATE 201 8 : MOVING FORWARD TOG ETHER TABLE OF CONTENTS ACRONYMS AND ABBREVIATIONS................................................................. ACR-1 EXECUTIVE SUMMARY .................................................................................... ES-1 1. INTRODUCTION TO ONE WATER, ONE WATERSHED .................................... 1 1.1. Overview ................................................................................................................................................ 1 1.2. History of Santa Ana River Watershed Planning...................................................................... 3 1.2.1. OWOW Plan: Moving Toward Sustainability.............................................................. 4 1.2.2. OWOW 2.0 Plan: Moving into Implementation ........................................................ 6 1.2.3. OWOW Plan Update 2018: MOVING FORWARD TOGETHER .............................. 9 1.3. Integrated Local Water Planning ...............................................................................................
    [Show full text]
  • Application of a Two-Dimensional Model of Hydrodynamics to San Timoteo Creek Flood-Control Channel, California
    Miscellaneous Paper HL-94-7 October 1994 US Army Corps of Engineers Waterways Experiment Station Application of a Two-Dimensional Model of Hydrodynamics to San Timoteo Creek Flood-Control Channel, California by Richard L. Stockstill Approved For Public Release; Distribution Is Unlimited TA 7 .W34m HL-94-7 1994 Prepared for U.S. Army Engineer District, Los Angeles a IS sa ©t,Cov The contents of this report are not to be used for advertising, publication, or promotional purposes. Citation of trade names does not constitute an official endorsement or approval of the use of such commercial products. DATE DUE GAYLORD PRINTED IN U.SA, RI IRFAU OF RECLAMATION DENVER LIBRARY 92065456 &• 9206540b Miscellaneous Paper HL-94-7 October 1994 Application of a Two-Dimensional Model of Hydrodynamics to San Timoteo Creek Flood-Control Channel, California by Richard L. Stockstill U.S. Army Corps of Engineers Waterways Experiment Station 3909 Halls Ferry Road Vicksburg, MS 39180-6199 Final report Approved for public release; distribution is unlimited Prepared for U.S. Army Engineer District, Los Angeles Los Angeles, CA 90053-2325 Waterways Experiment Station Cataloging-in-Publication Data Stockstill, Richard L. Application of a two-dimensional model of hydrodynamics to San Timoteo Creek flood-control channel, California / by Richard L. Stockstill; prepared for U.S. Army En­ gineer District, Los Angeles. 49 p .: ill.; 28 cm. — (Miscellaneous paper; HL-94-7) Includes bibliographic references. 1. Flood control — California — San Bernardino County. 2. San Timoteo Creek (Calif.) — Channelization. 3. River engineering — California — San Timoteo Creek. 4. Stream channelization — California— Riverside County. I.
    [Show full text]
  • Santa Ana River Watermaster
    SANTA ANA RIVER WATERMASTER ORANGE COUNTY WATER DISTRICT v. CITY OF CHINO, et al. CASE NO. 117628--COUNTY OF ORANGE WATERMASTER MAILING ADDRESS Richard W. Atwater c/o SBVMWD Bill B. Dendy Post Office Box 5906 Samuel H. Fuller San Bernardino CA 92412-5906 Craig D. Miller Telephone 909/387-9200 John V. Rossi FAX 909/387-9247 April 30, 2008 To: Clerk of Superior Court of Orange County and all Parties Re: Watermaster Report for Water Year October 1, 2006 - September 30, 2007 Ladies and Gentlemen: We have the honor of submitting herewith the Thirty-Seventh Annual Report of the Santa Ana River Watermaster. The supporting basic data Appendices are bound separately. The principal findings of the Watermaster for the water year 2006-07 are as follows: At Prado 1 Measured Outflow at Prado 156,147 acre-feet 2 Base Flow at Prado 129,830 acre-feet 3 Annual Weighted TDS in Base and Storm Flows 604 mg/L 4 Annual Adjusted Base Flow 140,216 acre-feet 5 Cumulative Adjusted Base Flow 4,528,055 acre-feet 6 Other Credits (Debits) 5,531 acre-feet 7 Cumulative Entitlement of OCWD 1,554,000 acre-feet 8 Cumulative Credit 3,004,419 acre-feet 9 One-Third of Cumulative Debit 0 acre-feet 10 Minimum Required Base Flow in 2007-08 34,000 acre-feet SANTA ANA RIVER WATERMASTER FOR ORANGE COUNTY WATER DISTRICT v. CITY OF CHINO, et al. CASE NO. 117628 - COUNTY OF ORANGE THIRTY-SEVENTH ANNUAL REPORT OF THE SANTA ANA RIVER WATERMASTER FOR WATER YEAR OCTOBER 1, 2006 - SEPTEMBER 30, 2007 APRIL 30, 2008 TABLE OF CONTENTS Page CHAPTER I - WATERMASTER ACTIVITIES AND WATER CONDITIONS Introduction........................................................................................................
    [Show full text]
  • To Control Flooding, the City of Yucaipa, California, Recently Constructed A
    ALIFORNIA is in the grip of a water crisis. The state, like the rest of C the southwestern United States, has had to cope with numerous challeng- es in recent years, including a nearly decade-long drought on the Colorado River, snowpacks that are below nor- mal, and court-mandated reductions in the amount of water available for delivery by the State Water Project, the massive system of reservoirs, aque- ducts, pipelines, and pumping stations that conveys water to 29 water suppli- Three Basins, ers throughout California. Meanwhile, such factors as climate change, popula- tion growth, and the increasing insta- bility of the water supplies in the delta formed by the confluence of the Sacra- mento and San Joaquin rivers threaten Many Benefits to exacerbate the crisis. To help address these problems, civ- il engineers and others involved in the field of water resources must evaluate To control flooding, the City of Yucaipa, California, individual water projects to determine recently constructed a series of three detention how they might affect the larger wa- tersheds to which they belong. In other basins along Oak Glen Creek. However, the basins are words, an integrated approach to wa- also designed to improve downstream water quality, tershed management is needed. Plac- ing more concrete and building larger promote the infiltration of storm water, and facilitate conveyance systems will not solve the problems. Instead, growth and devel- groundwater recharge, providing a model opment should be guided by what are of integrated watershed management. referred to as the Ahwahnee principles, a set of guidelines to help foster sus- tainable and livable communities that BY JEFFREY K.
    [Show full text]
  • 2019 Annual Report of Santa Ana River Water Quality
    2019 Annual Report of Santa Ana River Water Quality Final Report Prepared by: July 2020 BASIN MONITORING PROGRAM ANNUAL REPORT OF SANTA ANA RIVER WATER QUALITY TABLE OF CONTENTS TABLE OF CONTENTS 1 INTRODUCTION ......................................................................................... 1-1 2 DATA COLLECTION .................................................................................. 2-1 3 ANALYSIS OF MONITORING DATA ........................................................... 3-1 3.1 Santa Ana River Reach 2 ................................................................ 3-1 3.2 Santa Ana River Reach 3 ................................................................ 3-5 3.2.1 Below Prado Dam .......................................................... 3-5 3.2.2 Santa Ana River Mainstem between Riverside Narrows and Prado Wetlands ...................................... 3-8 3.3 Santa Ana River Reach 4 ................................................................ 3-9 3.4 Santa Ana River Reach 5 ................................................................ 3-9 4 CONCLUSIONS AND RECOMMENDATIONS ................................................ 4-1 4.1 Conclusions ...................................................................................... 4-1 4.2 Recommendations ........................................................................... 4-3 5 RESPONSE TO COMMENTS ........................................................................ 5-1 APPENDICES APPENDIX A WATER QUALITY TRENDS AT BELOW PRADO DAM AND MWD
    [Show full text]
  • Santa Ana River Watermaster
    SANTA ANA RIVER WATERMASTER ORANGE COUNTY WATER DISTRICT v. CITY OF CHINO, et al. CASE NO. 117628--COUNTY OF ORANGE WATERMASTER MAILING ADDRESS Samuel H. Fuller c/o SBVMWD Roy L. Herndon 380 East Vanderbilt Way Thomas A. Love San Bernardino CA 92408-3593 Michael R. Markus Telephone (909) 387-9200 John V. Rossi FAX (909) 387-9247 April 30, 2011 To: Clerk of Superior Court of Orange County and all Parties Re: Watermaster Report for Water Year October 1, 2009 - September 30, 2010 Ladies and Gentlemen: We have the honor of submitting herewith the Fortieth Annual Report of the Santa Ana River Watermaster. The supporting basic data Appendices are bound separately. The principal findings of the Watermaster for the water year 2009-10 are as follows: At Prado 1 Measured Outflow at Prado 243,776 acre-feet 2 Base Flow at Prado 103,099 acre-feet 3 Annual Weighted TDS in Base and Storm Flows 443 mg/L 4 Annual Adjusted Base Flow 125,179 acre-feet 5 Cumulative Adjusted Base Flow 4,905,004 acre-feet 6 Other Credits (Debits) 1,489 acre-feet 7 Cumulative Entitlement of OCWD 1,680,000 acre-feet 8 Cumulative Credit 3,263,211 acre-feet 9 One-Third of Cumulative Debit 0 acre-feet 10 Minimum Required Base Flow in 2010-11 34,000 acre-feet SANTA ANA RIVER WATERMASTER FOR ORANGE COUNTY WATER DISTRICT v. CITY OF CHINO, et al. CASE NO. 117628 - COUNTY OF ORANGE FORTIETH ANNUAL REPORT OF THE SANTA ANA RIVER WATERMASTER FOR WATER YEAR OCTOBER 1, 2009 - SEPTEMBER 30, 2010 APRIL 30, 2011 TABLE OF CONTENTS Page CHAPTER I - WATERMASTER ACTIVITIES AND WATER CONDITIONS Introduction ............................................................................................................
    [Show full text]