4.9 Hydrology and Water Quality
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1950 E 17Th Santa Ana, California
RD 3FLOOR 1950 E 17TH SANTA ANA, CALIFORNIA EXCLUSIVELY LISTED FOR LEASE BY LEE & ASSOCIATES - NEWPORT BEACH ±12,177 SF DELUXE OFFICE/MEDICAL SPACE 1950 E 17TH STREET, 3RD FLOOR, SANTA ANA, CA PROPERTY FEATURES » Prominent Corner Location » Quality Three-Story Construction » Elevator Served » Exclusive Full Floor Availability » Excellent Window Line » Private Refurbished Restrooms » Private Conference Room » Private Lunchroom » Functional Open Floor Plan » 6:1 Parking with Additional Available » On-site Lunch/Break Seating Area » Prominent Monument Signage Interlake CanyonsCross Rd Cholame V k Rd Rd Burnette SANLUIS OBISPO Cre Nacimiento alley Rd River a COUNTY San 41 41 Devils Whit Miguel Ranchit Den ewa Nacimiento Canyon Rd Delano ter River Rd Reservoir N River Rd Garces Hwy d 4th Ave Searles rona Rd R T d r R e 155 k Valley g Kernville 46 r n a Nacim i Lake Brow B Cholame K ient o Death Valley Nacimiento Lake Dr Twisse Garces Hwy n Rd lman Rd Twisselman Rd Delano Munipal Rock Es 43 trell d National Monument y a R Airport 178 But R d o te Corcoran Rd T 99 155 ru y Pine Canyon Rd China Lake Naval 1 ck Wellsona Rd osa Porterville Hwy a T San Marcos Rd Estrella Palo P Pond Rd rl Burland Fam Weapons Ctr E Cabr River rieta Cholame Woody x s Rd ce rl Rd i T l llo Sierra W lsi k l H Rd Castle ruc Peterson Rd y T e wy k Leliter Rd o Hearst Keck ree 101 Paso Robles B San C r Town Municipal Airport 155 M Rd in ey Hw l e Simeon l 65 Rd Wofford Heights a Rd Camatti V Elmo Hwy l ney Rock Lost Hills Rd a Park r Chim t n e Airport Rd Adelaida 33 C -
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements
Request for Proposal No. PWG117-FLOOD-2154 West Fontana Channel Bioswale Improvements County of San Bernardino Flood Control Engineering Division 825 E. Third Street, Rm. 140 San Bernardino, CA 92415 Release Date: August 18, 2016 Deadline Date: September 8, 2016 (Rev 1/30/2015) San Bernardino County Request for Proposal No. PWG117-FLOOD-2154 Flood Control District West Fontana Channel Bioswale Page 2 of 48 Improvements TABLE OF CONTENTS I. Introduction ................................................................................................................................................................. 3 A. PROPOSAL SUBMISSION ............................................................................................................................................... 3 B. PURPOSE ..................................................................................................................................................................... 3 C. TERM OF AGREEMENT .................................................................................................................................................. 3 D. QUESTIONS .................................................................................................................................................................. 3 E. CORRESPONDENCE ...................................................................................................................................................... 3 F. ADMONITION TO PROPOSERS ........................................................................................................................................ -
Biofiltration Media Optimization – Phase I FINAL REPORT
ST. ANTHONY FALLS LABORATORY Engineering, Environmental and Geophysical Fluid Dynamics Project Report No. 593 Biofiltration Media Optimization – Phase I FINAL REPORT by Andrew J. Erickson, Jessica L. Kozarek, Kathryn A. Kramarczuk, and Laura Lewis St. Anthony Falls Laboratory, University of Minnesota, 2 Third Avenue SE Minneapolis, MN 55455 Prepared for University of Minnesota Water Resources Center, Minnesota Stormwater Research Council December 2020 Minneapolis, Minnesota Cite as: Erickson, AJ, Kozarek, JL, Kramarczuk, KA, and Lewis, L. (2020). “Biofiltration Media Optimization – Phase 1 Final Report.” Project Report No. 593, St. Anthony Falls Laboratory, University of Minnesota, Minneapolis, MN. December 2020. Biofiltration Media Optimization – Phase I Final Report – December 2020 This project was supported by the Minnesota Stormwater Research and Technology Transfer Program administered by the University of Minnesota Water Resources Center through an appropriation from the Clean Water Fund established by Minnesota Clean Water Land and Legacy Amendment and from the Minnesota Stormwater Research Council with financial contributions from: ● Capitol Region Watershed District ● Comfort Lake-Forest Lake Watershed District ● Mississippi Watershed Management Organization ● Nine Mile Creek Watershed District ● Ramsey-Washington Metro Watershed District ● South Washington Watershed District ● City of Edina ● City of Minnetonka ● City of Woodbury, and ● Wenck Associates ● Minnesota Cities Stormwater Coalition For more information about the Center and the Council, visit: https://www.wrc.umn.edu/projects/storm-waste-water For more information about the Minnesota Clean Water, Land and Legacy Amendment, visit: https://www.legacy.mn.gov/about-funds Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the view of the Water Resources Center or the Minnesota Stormwater Research Council. -
US EPA Stormwater Best Management Practice Design Guide
United States Office of Research EPA/600/R-04/121 Environmental Protection and Development September 2004 Agency Washington DC 20460 Stormwater Best Management Practice Design Guide: Volume 1 General Considerations EPA/600/R-04/121 September 2004 Stormwater Best Management Practice Design Guide Volume 1 General Considerations By Michael L. Clar, P.E. Ecosite, Inc. Ellicott City, Maryland, 21042 Billy J. Barfield, P.E., Ph.D. Professor Emeritus Department of Agricultural Engineering Oklahoma State University Stillwater, Oklahoma Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 Order No. 1C-R059-NTSX Project Officer Thomas P. O’Connor Urban Watershed Management Branch Water Supply and Water Resources Division National Risk Management Research Laboratory Edison, NJ 08837 NATIONAL RISK MANAGEMENT RESEARCH LABORATORY OFFICE OF RESEARCH AND DEVELOPMENT U.S. ENVIRONMENTAL PROTECTION AGENCY CINCINNATI, OH 45268 Notice The U.S. Environmental Protection Agency through its Office of Research and Development partially funded and collaborated in the research described here under Order Number 1C-R059- NTSX to Ecosite, Inc. It has been subjected to the Agency’s peer and administrative review and has been approved for publication as an EPA document. Mention of trade names or commercial products does not constitute endorsement or recommendation for use. ii Foreword The U.S. Environmental Protection Agency (EPA) is charged by Congress with protecting the Nation's land, air, and water resources. Under a mandate of national environmental laws, the Agency strives to formulate and implement actions leading to a compatible balance between human activities and the ability of natural systems to support and nurture life. -
President's Message
FEBRUARY 2019 President’s Message Rio Hondo College is enjoying another round Meanwhile, our science program received another of honors as 2019 begins – all representative grant for NASA-related student studies, which will of core strengths that exemplify our efforts to allow a crew of students to explore their interests in provide students with access, support and a rocket science. Rio Hondo College helped to pioneer this pathway to success. program a few years ago and remains committed to expanding Our auto technology program earned recognition opportunities for our students to develop their interests and skills. from the California Community Colleges Chancellor’s Finally, new reports show that not only are thousands of students taking Office for its environmental responsibility. This advantage of our Rio Promise – which now offers two years of free tuition to honor is the highest available and underscores the new full-time college students – but thousands more are getting a jumpstart depth and breadth of our alternative fuels training on college during high school through our concurrent enrollment programs. Teresa Dreyfuss programs, which include our partnership with Tesla. Both of these programs are designed to boost access to college among It is heartening to see this hard work pay off not only in new jobs and students who might otherwise never get this opportunity to explore success for our students, but also in a recognition of the teams that are and expand their potential. Such efforts are truly at the heart of our leading the innovation that is a hallmark of the auto tech program. commitment to the community. -
4.5 Bioretention
4.5. Bioretention (rain gardens) Bioretention Bioretention areas typically are landscaping features adapted to treat storm water runoff. Bioretention systems are also known as Mesic Prairie Depressions, Rain Gardens, Infiltration Basins, Infiltration Swales, bioretention basins, bioretention channels, tree box filters, planter boxes, or streetscapes, to name a few. Bioretention areas typically consist of a flow regulating structure, a pretreatment element, an engineered soil mix planting bed, vegetation, and an outflow regulating structure. Bioretention systems provide both water quality and quantity storm water management opportunities. Bioretention systems are flexible, adaptable and versatile storm water management facilities that are effective for new development as well as highly urban re-development situations. Bioretention can readily adapt to a site by modifying the conventional “mounded landscape” philosophy to that of a shallow landscape “cup” depression. Such landscape depression storage and treatment areas fit readily into: parking lot islands; small pockets of open areas; residential, commercial and industrial campus landscaping; and, urban and suburban green spaces and corridors. Bioretention works by routing storm water runoff into shallow, landscaped depressions. These landscaped depressions are designed to hold and remove many of the pollutants in a manner similar to natural ecosystems. During storms, runoff ponds above the mulch and Engineered Soil Mix in the system. Runoff from larger storms is generally diverted past the facility to the storm drain system. The runoff remaining in the bioretention facility filters through the Engineered Soil Mix. The filtered runoff can either be designed to enhance groundwater infiltration or can be collected in an underdrain and discharged per local storm water management requirements. -
Stormwater Evaluation Report
Stormwater Evaluation Report Prepared for City of Davis September 2017 011-10-17-55 REPORT | SEPTEMBER 2017 Stormwater Evaluation Report ———— Prepared for City of Davis Project No. 011-10-17-55 9/5/17 Project Manager: Kristen Whatley, PE 9/5/17 QA/QC Review: Doug Moore, PE W E S T Y O S T A S S O C I A T E S Carlsbad 2173 Salk Avenue, Suite 250 Carlsbad, CA 92008 (760) 795-0365 Davis 2020 Research Park Drive, Suite 100 Davis, CA 95618 (530) 756-5905 Eugene 1650 W 11th Ave. Suite 1-A Eugene, OR 97402 (541) 431-1280 Irvine 6 Venture, Suite 290 Irvine, CA 92618 (949) 517-9060 Pleasanton 6800 Koll Center Parkway, Suite 150 Pleasanton, CA 94566 (925) 426-2580 Portland 4949 Meadows Road, Suite 125 Lake Oswego, OR 97035 (503) 451-4500 Sacramento 2725 Riverside Boulevard, Suite 5 Sacramento, CA 95818 (916) 504-4915 Santa Rosa 2235 Mercury Way, Suite 105 Santa Rosa, CA 95407 (707) 543-8506 Sunnyvale 1250 Oakmead Parkway, Suite 210 Sunnyvale, CA 94085 (408) 451-8453 Walnut Creek 1777 Botelho Drive, Suite 240 Walnut Creek, CA 94596 (925) 949-5800 W E S T Y O S T A S S O C I A T E S Table of Contents 1.0 Introduction ............................................................................................................................................. 1 1.1 Purpose ............................................................................................................................................ 1 1.2 Available Workhour Assumptions ..................................................................................................... 1 -
Alluvial Fan Hazards & Design Issues for Design
Presentation Program Outline Overview Countermeasures / Planning Process Levees / Dikes / Diversions Channelization / Conveyance Grade Control Structures Detention Basin / Debris Basin Case Study – Localized Subdivision Protection (THOUSAND PALMS, CA) Case Study – Whole Fan Facilities (INDIAN WELLS, CA) Structural Countermeasures Overview / Planning Process & Design Considerations Alluvial Fan Hazards & Design Issues for Design • Uncertainty of flow depths (R&U analysis) • Inundation extents / flow direction / impingement • Sediment deposition • Scouring and undermining • Impact forces • Channel avulsions and entrenchments • Hydrostatic and buoyant forces • High velocities • Unpredictable flow path (R&U analysis) • Flooding from both debris and water flows “Riverine” vs. “Alluvial Fan” - Structural Countermeasure Design Issues / Considerations • Flow uncertainty • Velocity • Flow duration • Sediment deposition • Seepage control • Impingement • Flow direction and path uncertainty Alluvial Fan Riverine “Whole Fan” Solutions vs. Localized Protection – Structural Countermeasures “Whole Fan” Solutions vs. Localized Protection – Structural Countermeasures Structural Countermeasures for Alluvial Fans – Basic Building Blocks Collection Channels Conveyance Channels Dispersion Channels Structural Countermeasures for Alluvial Fans – Basic Building Blocks - Example Standard Alluvial Fan Structural Countermeasures Effectiveness of Alluvial Fan Structural Countermeasures for Different Hazards Structural Countermeasure – General Design Considerations -
Southeast Policy Area Drainage Study ————
Southeast Policy Area Drainage Study ———— Prepared for City of Elk Grove January 2014 448-00-12-03 Table of Contents 1.0 Introduction ....................................................................................................................................... 1 2.0 Watershed Description ..................................................................................................................... 1 3.0 Drainage Plan Concept .................................................................................................................... 1 4.0 Analysis Approach ............................................................................................................................ 2 4.1 Continuous Hydrologic Analysis ................................................................................................ 2 4.2 Event Based Analysis ................................................................................................................ 3 5.0 Continuous Simulation Model – Base Conditions ............................................................................ 3 5.1 Watershed Boundaries .............................................................................................................. 3 5.2 Land Use .................................................................................................................................... 4 5.3 Unit Hydrographs ....................................................................................................................... 4 5.4 Precipitation -
Section 5.8 Hydrology, Drainage, and Water Quality
Section 5.8 Hydrology, Drainage, and Water Quality SECTION 5.8 HYDROLOGY, DRAINAGE, AND WATER QUALITY This section describes the existing hydrological and water quality conditions within the City of Buena Park. The potential impacts that could result from implementation of the proposed General Plan Update are analyzed, and where significant impacts are identified, mitigation measures are recommended to avoid or reduce these impacts to a less than significant level. This section includes information contained in the Hydrology Impact and Water Quality Assessment prepared by RBF Consulting (February 2010) (Appendix F). 5.8.1 EXISTING SETTING GROUNDWATER The City relies on two major water supply sources, which include imported water from the Metropolitan Water District (MWD) and local groundwater from the Orange County Groundwater Basin, managed by the Orange County Water District (OCWD). The groundwater basin receives water via the Santa Ana River. Each year OCWD sets a basin production percentage (BPP) for the agencies that pump from the basin. The BPP is the ratio of water produced from the groundwater to all water produced by the agency. The BPP provides a limit on how much each agency can pump from the Orange County Groundwater Basin without paying a penalty. According to the City of Buena Park 2005 Water Master Plan Study Final Report (Water Master Plan) (February 2007), the City’s basin pumping percentage is 66 percent and is anticipated to increase to the historical value of 75 percent. However, water supply conditions have changed over recent years and according to the City’s Public Works Department, the current BPP is 62 percent and the BPP is not anticipated to rise above the current rate for a number of years. -
County of Los Angeles
COUNTY OFLOS ANGELES DEPARTMENT OFPUBLIC WORKS 'To Enrich Lives Through Effective and Caring Service" 900 SOUTH FREMONT AVENUE ALHAMBRA,CALIFORNIA 91803-1331 MARK PESTRELLA,Acting Director Telephone:(626)458-5100 http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO: P.O. BOX 1460 June 19,2017 ALHAMBRA.CALIFORNIA 91802-1460 IN REPLY PLEASE REFER TO FILE: WM9 Ms. Donna Downing United States Environmental Protection Agency Office of Water 1200 Pennsylvania Avenue, N.W. Washington, DC 20460 Dear Ms. Downing: REQUEST FOR LOCAL GOVERNMENT PERSPECTIVE ON DEFINITION OF"WATERS OF THE UNITED STATES" COMMENT LETTER The County of Los Angeles and the Los Angeles County Flood Control District appreciates the opportunity to provide input on the upcoming proposal to revise the definition ofthe"Waters ofthe United States." Enclosed are ourcommentsfor your review and consideration. If you have any questions, please contact me at (626) 458-4300 or dlaff(a~dpw.lacountv.gov or your staff may contact Mr. Paul Alva at (626)458-4325 or palva(a~dpw.lacountv.aov. Very truly yours, MARK PESTRELLA Director of Publi Works DANIEL J. LAF RT Assistant Deputy Director Watershed Management Division GA:sw P:\wmpub\Secretarial\2017 Docs\Letter\WOTUS\CovLtr WOTUS Comments1C17138 Enc. cc: County Counsel(Mark Yanai) COMMENTS OF THE COUNTY OF LOS ANGELES AND THE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CONCERNING REQUEST FOR LOCAL GOVERNMENT PERSPECTIVES ON DEFINITION OF “WATERS OF THE UNITED STATES” I. INTRODUCTION The County of Los Angeles (“County”) and the Los Angeles County Flood Control District (“LACFCD”) appreciate this opportunity to provide comments to the United States Environmental Protection Agency (“EPA”) and the United States Army Corps of Engineers (“USACE”) (collectively referred to as “the Agencies”) in response to the Agencies’ initiative to consult with state and local government officials regarding a revised definition of what constitutes a “Water of the United States” (“WOTUS”). -
Notice of Proposed Approval Of
NOTICE OF PROPOSED APPROVAL OF MODIFICATIONS TO THE RIO HONDO / SAN GABRIEL RIVER ENHANCED WATERSHED MANAGEMENT PROGRAM – LOS ANGELES COUNTY MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) PERMIT (ORDER NO. R4-2012-0175; NPDES PERMIT NO. CAS004001) DISCHARGER DISCHARGE LOCATION RECEIVING WATER City of Arcadia, MS4 Outfalls within the Los Los Angeles River City of Bradbury, Angeles River Watershed and San Gabriel River City of Duarte, San Gabriel River Watershed City of Monrovia, City of Sierra Madre, County of Los Angeles, Los Angeles County Flood Control District The Rio Hondo / San Gabriel River Water Quality Group (Group) have been implementing an Enhanced Watershed Management Program (EWMP) pursuant to Part VI.C of the Los Angeles County MS4 Permit (NPDES Permit No. CAS004001; Order No. R4-2012-0175 as amended by State Water Board Order WQ 2015-0075 and Order No. R4-2012-0175-A01). The Group’s EWMP became effective on April 21, 2016 upon its approval by the Los Angeles Water Board. The EWMP was modified on November 21, 2017 to incorporate changes in the program’s milestone completion dates. On March 30, 2018, the Group submitted proposed modifications to its EWMP in the form of a Revised Enhanced Watershed Management Program or rEWMP (hereinafter referred to as Proposed Revised EWMP). The Proposed Revised EWMP entails extensive and significant modifications to the Group’s existing EWMP, including an updated Reasonable Assurance Analysis, changes to watershed control measures, and changes to compliance schedules. Furthermore, and unlike the EWMP that the Group is currently implementing, this Proposed Revised EWMP does not include the City of Azusa as a participating Permittee.