4 Mile Run Approved Design Guidelines
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2E – Four Mile
City of Alexandria, Virginia Geologic Atlas of the City of Alexandria, Virginia and Vicinity – Plate 2E NW E GEOLOGIC CROSS SECTION E’ SE FEET NORTHWEST FEET Claremont FOUR MILE RUN 200 GT-112 200 191 Tcg by Anthony H. Fleming, 2015 173 Kpl Barcroft Kpb Park 150 151 150 Kpcv 89 Kpcc Kpcs 100 100 Qc Lucky BEVERLEY HILLS Reservoir Qs Run Charles Kpcg Qaf SHIRLEY HWY Barrett Woods Qa QUAKER LANE MOUNT IDA J-1 60 School 63 GT-42 55 GT-85 GT-185 Shirlington GT-62 50 Qa 48 50 47 POTOMAC YARDS 50 GT-68 GT-67 Qto Qcf Qt 45 44 Qt Arlandria Qcf 39 38 Qa 39 38 Four Mile Rte 1 GT-4 Qcf 30 31 32 Hume Lynhaven 30 Kpcc 30 28 s Qt 25 Run Park GT-136 Qcf Spring GT-117 OCi Kpcv Qto 20 17 15 F-3 Kpcv 16 af 11 Qto af Qa af Qto Kpcs Kpcc Kpcc Kpch Qs Qt 3 SL 0 Qe SL -3 -7 ? Qal Qto-c Kpcc org -25 95% sand org Qto-c -38 -50 Kpch? -50 Kpcc Kpcc 58% total sand (96/164) -68 OCI Kpcs -100 Ogu -100 35% sand Kpcv? -120 Kpcc -150 -149 -150 OCs Kpcs? -200 -195 -200 RCSZ -250 -250 -300 -300 SEE PLATE 5 FOR EXPLANATION OF MAP UNITS VERTICAL EXAGGERATION 20X 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET EXPLANATION OF CROSS SECTION SYMBOLS: WATER WELL GEOTECHNICAL BORING SITES WATER LEVELS REPORTED IN WELLS OTHER SYMBOLS J-60 WELL ID NUMBER AND SURFACE ELEVATION GT-27 ID NUMBER AND HIGHEST AND GEOTECHNICAL BORINGS 250 222 (SOURCE: J-JOHNSTON; D-DARTON; F-FROELICH) SURFACE ELEVATION 47 SURFACE EXPOSURE. -
Authorization to Discharge Under the Virginia Stormwater Management Program and the Virginia Stormwater Management Act
COMMONWEALTHof VIRGINIA DEPARTMENTOFENVIRONMENTAL QUALITY Permit No.: VA0088587 Effective Date: April 1, 2015 Expiration Date: March 31, 2020 AUTHORIZATION TO DISCHARGE UNDER THE VIRGINIA STORMWATER MANAGEMENT PROGRAM AND THE VIRGINIA STORMWATER MANAGEMENT ACT Pursuant to the Clean Water Act as amended and the Virginia Stormwater Management Act and regulations adopted pursuant thereto, the following owner is authorized to discharge in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in this state permit. Permittee: Fairfax County Facility Name: Fairfax County Municipal Separate Storm Sewer System County Location: Fairfax County is 413.15 square miles in area and is bordered by the Potomac River to the East, the city of Alexandria and the county of Arlington to the North, the county of Loudoun to the West, and the county of Prince William to the South. The owner is authorized to discharge from municipal-owned storm sewer outfalls to the surface waters in the following watersheds: Watersheds: Stormwater from Fairfax County discharges into twenty-two 6lh order hydrologic units: Horsepen Run (PL18), Sugarland Run (PL21), Difficult Run (PL22), Potomac River- Nichols Run-Scott Run (PL23), Potomac River-Pimmit Run (PL24), Potomac River- Fourmile Run (PL25), Cameron Run (PL26), Dogue Creek (PL27), Potomac River-Little Hunting Creek (PL28), Pohick Creek (PL29), Accotink Creek (PL30),(Upper Bull Run (PL42), Middle Bull Run (PL44), Cub Run (PL45), Lower Bull Run (PL46), Occoquan River/Occoquan Reservoir (PL47), Occoquan River-Belmont Bay (PL48), Potomac River- Occoquan Bay (PL50) There are 15 major streams: Accotink Creek, Bull Run, Cameron Run (Hunting Creek), Cub Run, Difficult Run, Dogue Creek, Four Mile Run, Horsepen Run, Little Hunting Creek, Little Rocky Run, Occoquan Receiving Streams: River, Pimmit run, Pohick creek, Popes Head Creek, Sugarland Run, and various other minor streams. -
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. -
Arlington County, Virginia (All Jurisdictions)
VOLUME 1 OF 1 ARLINGTON COUNTY, VIRGINIA (ALL JURISDICTIONS) COMMUNITY NAME COMMUNITY NUMBER ARLINGTON COUNTY, 515520 UNINCORPORATED AREAS PRELIMINARY 9/18/2020 REVISED: TBD FLOOD INSURANCE STUDY NUMBER 51013CV000B Version Number 2.6.4.6 TABLE OF CONTENTS Volume 1 Page SECTION 1.0 – INTRODUCTION 1 1.1 The National Flood Insurance Program 1 1.2 Purpose of this Flood Insurance Study Report 2 1.3 Jurisdictions Included in the Flood Insurance Study Project 2 1.4 Considerations for using this Flood Insurance Study Report 2 SECTION 2.0 – FLOODPLAIN MANAGEMENT APPLICATIONS 13 2.1 Floodplain Boundaries 13 2.2 Floodways 17 2.3 Base Flood Elevations 18 2.4 Non-Encroachment Zones 19 2.5 Coastal Flood Hazard Areas 19 2.5.1 Water Elevations and the Effects of Waves 19 2.5.2 Floodplain Boundaries and BFEs for Coastal Areas 21 2.5.3 Coastal High Hazard Areas 21 2.5.4 Limit of Moderate Wave Action 22 SECTION 3.0 – INSURANCE APPLICATIONS 22 3.1 National Flood Insurance Program Insurance Zones 22 SECTION 4.0 – AREA STUDIED 22 4.1 Basin Description 22 4.2 Principal Flood Problems 23 4.3 Non-Levee Flood Protection Measures 24 4.4 Levees 24 SECTION 5.0 – ENGINEERING METHODS 27 5.1 Hydrologic Analyses 27 5.2 Hydraulic Analyses 32 5.3 Coastal Analyses 37 5.3.1 Total Stillwater Elevations 38 5.3.2 Waves 38 5.3.3 Coastal Erosion 38 5.3.4 Wave Hazard Analyses 38 5.4 Alluvial Fan Analyses 39 SECTION 6.0 – MAPPING METHODS 39 6.1 Vertical and Horizontal Control 39 6.2 Base Map 40 6.3 Floodplain and Floodway Delineation 41 6.4 Coastal Flood Hazard Mapping 51 6.5 FIRM -
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. -
Table 5-4B: List of Virginia Non-Shellfish NPS TMDL Implementation Planning Projects Through 2019
Table 5-4b: List of Virginia Non-Shellfish NPS TMDL Implementation Planning Projects through 2019 EPA Hydrologic Impairment TMDL IP NAME Approval Impaired Water Unit Cause Year Basin: Atlantic Ocean Coastal Mill Creek, Northampton County NS Mill Creek AO21 Dissolved Oxygen, Mill Creek, Northampton County NS Mill Creek AO21 pH Basin: Albemarle Sound Coastal North Landing Watershed (including Milldam, Middle, West NS West Neck Creek - Middle AS14 Bacteria Neck and Nanney Creeks) North Landing Watershed (including Milldam, Middle, West NS Milldam Creek - Lower AS17 Bacteria Neck and Nanney Creeks) Basin: Big Sandy River Knox Creek and Pawpaw Creek 2013 Knox Creek BS04 Bacteria, 2013 Knox Creek BS04 Sediment 2013 Guess Fork BS05 Bacteria, 2013 Guess Fork BS05 Sediment 2013 Pawpaw Creek BS06 Bacteria, 2013 Pawpaw Creek BS06 Sediment 2013 Knox Creek BS07 Bacteria, 2013 Knox Creek BS07 Sediment Basin: Chesapeake Bay-Small Coastal Piankatank River, Gwynns Island, Milford Haven 2014 Carvers Creek CB10 Bacteria Basin: Chowan River Chowan River Watershed Submitted Nottoway River CU01 Bacteria Submitted Big Hounds Creek CU03 Bacteria Submitted Nottoway River CU04 Bacteria Submitted Carys Creek CU05 Bacteria Submitted Lazaretto Creek CU05 Bacteria Submitted Mallorys Creek CU05 Bacteria Submitted Little Nottoway River CU06 Bacteria Submitted Whetstone Creek CU06 Bacteria Submitted Little Nottoway River CU07 Bacteria Submitted Beaver Pond Creek CU11 Bacteria Submitted Raccoon Creek CU35 Bacteria Three Creek, Mill Swamp, Darden Mill Run 2014 Maclins -
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 -
Potomac River Watershed Cleanup Flyer
City of Alexandria, Virginia Department of Transportation & Environmental Services Office of Environmental Quality Celebrate Earth Day by Volunteering!!! www.alexearthday.org Alice Ferguson Foundation’s 24rd Annual Potomac River Watershed Cleanup Four Mile Run Stream Cleanup Saturday, April 14, from 9:00 a.m. to 12:00 p.m. Come join us in removing litter from our community and informing others on its negative impacts by collecting data to help in delivering solutions for litter problems in our community and the metro region. To volunteer for any of the City locations, please contact Jesse Maines at [email protected] or 703-746-4071. The City will host three sites: 1.) 3700 Commonwealth Avenue in Four Mile Run Park, Directions: From Alexandria: Take Jefferson Davis Hwy (Hwy 1) North and take a left onto E Glebe Road. Take a Right onto Commonwealth Avenue. Park is at the end of Commonwealth Avenue. Site conditions may not be suitable for elderly adults or young children. 2.) Four Mile Run at Mt. Vernon Ave, and Directions: Traveling North on Jefferson Davis Hwy (Rt. 1), Turn Left(West) on East Glebe Road (across from Potomac Yard, Turn Right(North) on Mt. Vernon Ave, parking area on the right before the bridge over the Run (about 10 vehicles). Additional parking is located in the gravel lot before (and adjacent to) the paved area. 3.) Eaton Square Clubhouse at 801 Four Mile Rd. Directions: From Route 1 (Jefferson Davis Hwy) heading north, turn left (west) onto East Glebe Road. Cross Mount Vernon Ave and continue on West Glebe Road. -
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