August 17, 2009 Rodney Reynolds, Manager Madison County Water

Total Page:16

File Type:pdf, Size:1020Kb

August 17, 2009 Rodney Reynolds, Manager Madison County Water August 17, 2009 Rodney Reynolds, Manager Madison County Water Facilities Board P.O. Box 606 Huntsville, Arkansas 72740 RE: Madison County Water Line Installation Project AFIN: N/A NPDES Permit No.: ARR150000 Dear Mr. Reynolds: On August 13, 2009, I performed a stormwater discharge permit compliance inspection of the above-referenced project in response to a complaint. The complainant was concerned that various permits required for the construction project may not have been obtained. The inspection was conducted in accordance with the provisions of the Federal Clean Water Act, the Arkansas Water and Air Pollution Control Act, and the regulations promulgated thereunder. This inspection revealed the following violations: 1. The Notice of Coverage (NOC) was not posted in a publicly accessible location near where construction is actively underway as required for linear projects. This is in violation of Part 1.B.8.C of the permit. Copies of the NOC should be posted at each active construction location. During our phone conversation today, you stated that this phase of the project will ultimately disturb less than 5 acres. As such, your construction project is automatically covered by the permit. A copy of the NOC can be obtained from the Water Division’s Construction Stormwater webpage. 2. A Stormwater Pollution Prevention Plan (SWPPP) was not prepared prior to commencement of construction activity. This is in violation Part II.A of the permit. A SWPPP must be prepared and implemented in accordance with Part II.A of the permit, and the plan must follow the order outlined in Part II.A.4-7 of the permit. The SWPPP must be retained at the construction site during normal business hours (8:00 A.M. – 5:00 P.M.). 3. Lack of adequate stormwater controls at the construction site. This is in violation of Part II.A.4.H of the permit. The permittee must select, install, implement, and maintain best management practices (BMPs) at the site that minimize pollutants in the discharge as necessary to meet applicable water quality standards. BMPs were not utilized in the area where a water line vault was constructed. This vault is located west of War Eagle Creek on a hillside immediately south of CR 8500. Appropriate BMPs must be employed to prevent sediment from being discharged from your easement. Rodney Reynolds, Madison County Water Line Installation August 14, 2009 Page 2 The above items require your immediate attention. Please submit a written response to these findings to Cindy Garner, Water Division Enforcement Branch Manager. This response should be mailed to the address listed at the bottom of Page 1 of this letter. This response should contain documentation describing the course of action planned to correct the items noted. This corrective action should be completed as soon as possible, and the written response is due by August 27, 2009. You stated that the water line will be buried across War Eagle Creek. In accordance with the requirements of Arkansas Pollution Control and Ecology Commission Regulation No. 2, you must contact the Department to request a Short Term Activity Authorization to allow for temporary exceedance of the Arkansas Water Quality Standards during the installation of the water line across War Eagle Creek and other stream crossings associated with the construction of the water line. Be aware that authorization must be granted prior to any in-stream construction activity. You may contact Bob Singleton in the Water Quality Planning Branch at 501-682-0645 for assistance with these requirements. For additional information you may contact the Enforcement Branch by telephone at 501-682-0639 or by fax at 501-682-0910. If I can be of any assistance, please contact me at 479-267-0811, ext. 16. Sincerely, John Fazio District 1 Field Inspector Water Division cc: Water Division Enforcement Branch Water Division Permits Branch NPDES Report Page 2 ADEQ Water NPDES Inspection AFIN: N/A Permit #: ARR150000 Form Approved OMB No. 2040-0003 UNITED STATES ENVIRONMENTAL PROTECTION AGENCY Washington, D.C. 20460 NPDES Compliance Inspection Report Section A: National Data System Coding Transaction Code NPDES Yr/Mo/Day Inspec. Type Inspector Fac. Type 1 N 2 5 3 A R R 1 5 0 0 0 0 11 12 0 9 0 8 1 3 17 18 W 19 S 20 2 Remarks Inspection Work Days Facility Evaluation Rating BI QA -------------------------------Reserved------------------------------ 67 69 70 N 71 N 72 N 73 74 75 80 Section B: Facility Data Name and Location of Facility Inspected (For industrial users discharging to POTW, also Entry Time/Date Permit Effective Date include POTW name and NPDES permit number) 1315 / 08-13-09 N/A Madison County Water Line Installation From CR 8500 west of War Eagle Creek eastward to Withrow Springs State Park Madison County, Arkansas Exit Time/Date Permit Expiration Date 1425 / 08-13-09 10/31/11 Name(s) of On-Site Representative(s)/Title(s)/Phone and Fax Number(s) Other Facility Data No-one present Name, Address of Responsible Official/Title/Phone and Fax Number Rodney Reynolds, Manager Contacted Madison County Water Facilities Board P.O. Box 606 Huntsville, Arkansas 72740 Yes; No 479-738-2214 Section C: Areas Evaluated During Inspection (S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated) S Permit N Flow Measurement N Operations & Maintenance N Sampling U Records/Reports N Self-Monitoring Program N Sludge Handling/Disposal N Pollution Prevention M Facility Site Review N Compliance Schedules N Pretreatment N Multimedia N Effluent/Receiving Waters N Laboratory M Storm Water Other: Section D: Summary of Findings/Comments (Attach additional sheets if necessary) The following violations were noted: 1. Notice of Coverage is not posted. 2. SWPPP not prepared prior to commencement of construction activity. 3. Lack of adequate stormwater controls in an area of soil disturbance. At the time of the inspection, construction activity appeared to be limited to the area of vault construction west of War Eagle Creek along CR 8500. Mr. Reynolds stated that his engineer was preparing a SWPPP and would request the STAA. Name(s) and Signature(s) of Inspector(s) Agency/Office/Telephone/Fax Date AR Dept. of Environmental Quality-Fayetteville 08/14/09 479-267-0811, ext. 16 / 479-267-0819 John Fazio Signature of Reviewer Agency/Office/Phone and Fax Numbers Date NPDES Report Page 3 ADEQ Water NPDES Inspection AFIN: N/A Permit #: ARR150000 SECTION I: SITE POSTING AND SITE INFORMATION SITE NAME: Madison County Water Line Installation TOTAL ACREAGE: ~6 ACREAGE DISTURBED: <5 LATITUDE: LONGITUDE: STARTING DATE: July 2009 A. Is site posted with Notice of Coverage? (Part II, A.2.D) Y ;N NA NE B. Is posting at construction entrance and visible to the public? (Part II, A.2.D) Y N ;NA NE C. If project is linear, is posting at area actively under construction? (Part I,B.8.C) (Linear Project) Y ;N NA NE D. If project is part of larger common plan of development, what is development name and permit number? Development Name: N/A Development Permit No: SECTION II: STORMWATER POLLUTION PREVENTION PLAN EVALUATION AND IMPLEMENTATION A. Is the SWPPP being maintained on site from 08:00 am to 5:00 pm? (Part II,A.2.A) Y ;N NA NE B. Is the SWPPP properly signed as required by Part II, B.1.B of the permit? Y N ;NA NE C. Is the SWPPP being updated as required by Part II, A.3 of the permit? Y N ;NA NE D. Site map in SWPPP (Part II,A.4.G) Y N ;NA NE 1) Direction of stormwater flow (i.e., use arrows to show which direction stormwater will flow) and Y N ;NA NE approximate slopes anticipated after major grading activities (Part II,A.4.G.1); 2) Delineate on the site map areas of soil disturbance and areas that will not be disturbed under the coverage of this Y N ;NA NE permit (Part II,A.4.G.2) 3) Location of major structural and nonstructural controls identified in the plan (Part II,A.4.G.3) Y N ;NA NE 4) Location of main construction entrance and exit (Part II,A.4.G.4) Y N ;NA NE 5) Location where stabilization practices are expected to occur (Part II,A.4.G.5) Y N ;NA NE 6) Locations of off-site materials, waste, borrow area, or equipment storage area (Part II,A.4.G.6) Y N ;NA NE 7) Location of areas used for concrete wash-out (Part II,A.4.G.7) Y N ;NA NE 8) Location of all surface water bodies (including wetlands) (Part II,A.4.G.8) Y N ;NA NE 9) Locations where stormwater is discharged to a surface water and/or municipal separate storm Y N ;NA NE sewer system if applicable (Part II,A.4.G.9) 10) Locations where stormwater is discharged off-site (should be continuously updated) (Part Y N ;NA NE II,A.4.G.10) 11) Areas where final stabilization has been accomplished and no further construction phase Y N ;NA NE permit requirements apply(Part II,A.4.G.11) E. Stormwater Controls (no controls implemented at time of the inspection) 1) Are all controls installed as described in the SWPPP? (Part II,A.4.H) Y N ;NA NE 2) Silt fences properly installed and maintained? (Part II,B.17.A) Y N ;NA NE 3) Check dams and velocity dissipation devices properly installed and maintained? (Part II,B.17.A) Y N ;NA NE 4) Sedimentation basins and sediment traps properly installed and maintained (sediment removed Y N ;NA NE when 50% capacity)? (Part II,B.17.A) and (Part II,A.4.N) 5) Has sediment that has been transported offsite been removed? (Part II,A.4.H.1.d) Y N ;NA NE 6) Is construction site entrance sufficiently stabilized to prevent off site tracking? (Part II,A.4.I.2) Y N ;NA NE 7) Are stabilization methods described in SWPPP being implemented in a timely manner? (Part Y N ;NA NE II,A.4.H.2) NPDES Report Page 4 ADEQ Water NPDES Inspection AFIN: N/A Permit #: ARR150000 F.
Recommended publications
  • Revised Bedrock Geology of War Eagle Quadrangle, Benton County, Arkansas Robert A
    Journal of the Arkansas Academy of Science Volume 56 Article 27 2002 Revised Bedrock Geology of War Eagle Quadrangle, Benton County, Arkansas Robert A. Sullivan University of Arkansas, Fayetteville Stephen K. Boss University of Arkansas, Fayetteville Follow this and additional works at: http://scholarworks.uark.edu/jaas Part of the Geographic Information Sciences Commons, and the Stratigraphy Commons Recommended Citation Sullivan, Robert A. and Boss, Stephen K. (2002) "Revised Bedrock Geology of War Eagle Quadrangle, Benton County, Arkansas," Journal of the Arkansas Academy of Science: Vol. 56 , Article 27. Available at: http://scholarworks.uark.edu/jaas/vol56/iss1/27 This article is available for use under the Creative Commons license: Attribution-NoDerivatives 4.0 International (CC BY-ND 4.0). Users are able to read, download, copy, print, distribute, search, link to the full texts of these articles, or use them for any other lawful purpose, without asking prior permission from the publisher or the author. This Article is brought to you for free and open access by ScholarWorks@UARK. It has been accepted for inclusion in Journal of the Arkansas Academy of Science by an authorized editor of ScholarWorks@UARK. For more information, please contact [email protected]. Journal of the Arkansas Academy of Science, Vol. 56 [2002], Art. 27 Revised Bedrock Geology of War Eagle Quadrangle, Benton County, Arkansas Robert A. Sullivan and Stephen K.Boss* Department of Geosciences 113 Ozark Hall University of Arkansas Fayetteville, AR 72701 ¦"Corresponding Author Abstract A digital geologic map of War Eagle quadrangle (WEQ) was produced at the 1:24000 scale using the geographic information system (GIS) software ArcView® by digitizing geological contacts onto the United States Geological Survey (USGS) digital raster graphic (DRG).
    [Show full text]
  • Beaver Watershed Alliance Food Sources, and Holistic Community Quality USDA NRCS to Manage Vegetation (Nrcs.Usda
    Sugar 62 Loaf Panorama 187 Bella L Point 72 Elkhorn Williams Devil’s Eye Brow BB EE AAVista VV EE RR Natural Area LL AA KK EE Pea Ridge National Henry Trimble Round Military Indian Lake Pea Park Creek 187 Leatherwood WATERSHEDS Glasscock Gentry WATERSHEDS BENTON Ridge CARROL Watersheds are separated BEAVER LAKE WATERSHED Garfield Dam Site River Park by topographic divides off Source water from 7 sub-watersheds Rich Dam Site North Park which water flows to one side flows into Beaver Lake/White River. or the other. Beaver Lake- Indian Creek Park USACE/Beaver Dam 187 White River WS 62 Humphery Dam Site Lake Park Lake Sequoyah-WR WS Pond Beaver Dam Middle Fork-WR WS 94 Carroll-Boone Water District War Eagle Lost Bridge Public Rolloff West Fork-WR WS Creek WS Avoca Lost Miles Richland Creek Use Area Creek WS “Two Ton” Benton/Washington Bridge Hollow Sugar Headwaters of Posy Regional Public Ford WR WS Water Authority Village Starkey Public Use Area 62 Coose Little Flock Hollow Like stacking bowls, a watershed W may be part of one that is larger and W Grindstone also have any number of smaller Prairie Creek Ventris “SUB-WATERSHEDS” inside it. Beaver Lake Park Pond The WHITE RIVER flows 722 miles from Project Office North its HEADWATERS near Boston, Arkansas in Larue the Beaver Lake Watershed, Clifty northward into Missouri, then Prairie 23 Creek south to the lowest point in Lake Creek 3D21 Buck its watershed where it joins Atalanta Rocky Branch the Arkansas RIver, ultimately Former 12 Park draining into the MISSISSIPPI Water Supply RIVER.
    [Show full text]
  • November 2018 Data Report
    August 2012 – November 2018 Data Report Prepared by: Angela Danovi Beaver LakeSmart / StreamSmart Coordinator Ozarks Water Watch 1200 W. Walnut Street, Suite 3405 Rogers, AR 72756 Table of Contents Introduction .............................................................................................................................................................iii Water Quality Parameter Descriptions ............................................................................................................................... iii Alkalinity ......................................................................................................................................................................... iii Conductivity.................................................................................................................................................................... iii pH ................................................................................................................................................................................... iv Total Dissolved Solids ...................................................................................................................................................... v Total Nitrogen ................................................................................................................................................................. v Total Phosphorus ............................................................................................................................................................
    [Show full text]
  • An Economic Analysis of Madison County in Northwest Arkansas
    November 1, 2003 PART TWO MINIMUM REQUIREMENTS FOR REGIONAL SOLID WASTE MANAGEMENT PLANS FOR SUBMITTAL TO AND APPROVAL OF THE ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY SOLID WASTE MANAGEMENT DIVISION Post Office Box 8913 Little Rock AR 72219-8913 Phone (501) 682-0602 Fax (501) 682-0611 www.adeq.state.ar.us Minimum Requirements for Regional Solid Waste Management Plans 1 November 1, 2003 Due Date November 1, 2004, Followed By Annual Updates Minimum Requirements for Regional Solid Waste Management Plans 2 November 1, 2003 PART TWO MINIMUM REQUIREMENTS Regional Solid Waste Management Plans Preface Part Two – Minimum Requirements for Regional Solid Waste Management Plans, is presented pursuant to the requirements set forth by the 83rd Arkansas General Assembly in Act 1376 of 2001, codified in Statute as Arkansas Code Annotated (A.C.A.) §8-6-1901 et al. Act 1376 of 2001 specifically charges the Arkansas Department of Environmental Quality with establishing minimum requirements for the development of new waste management plans by Regional Solid Waste Management Boards. The new plans will replace those previously required by Act 870 of 1989, codified as A.C.A. §8-6-701 et al. Act 1376 of 2001 directs that the requirements include, at a minimum, requirements for: 1. STRATEGIC PLANNING 2. REPORTING 3. PUBLIC NOTICE AND PARTICIPATION 4. SERVICES 5. SOLUTIONS TO PROBLEMS AND ISSUES The Department addresses this directive by requiring that each Regional Solid Waste Management Board respond to the established requirements set forth in this document, known as Part Two – Minimum Requirements for Regional Solid Waste Management Plans, which is a supplement to Part One – The Statewide Solid Waste Management Plan for Arkansas.
    [Show full text]
  • War Eagle Creek Watershed Drinking Water Source for War Eagle Creek Watershedis One of Seven Subwatersheds in the Beaver Lake Watershed
    Northwest Arkansas’ Beaver Lake is the War Eagle Creek Watershed drinking water source for War Eagle Creek Watershedis one of seven subwatersheds in the Beaver Lake Watershed. one in eight Beaver Lake Watershed is a part of the White River Watershed. Arkansans. Blackburn Creek Polecat Mountain 23 MADISON CARROLL Pension Mountain Bluff Field Mountain White Hobbs State Park Swain Mountain River Stanley Mountain Beaver Lake Sandstone Mountain Madison County Flower Pot Point Watershed Mississippi Wilderness Management Area River Lookout Samuel Mountain Warm Fork ARKANSAS Kenars Mountain War Eagle Mill 127 BEAVER LAKE Ozark Natural Science Center Bear Hollow Natural Area Piney Creek Clear Creek Best 12 Rockhouse Creek Clifty Creek War Eagle Creek Clifty 23 Madison County Beaver Lake Watershed is a Wilderness Management Area subwatershed of the White River Basin. The White River is a tributary of the Mississippi River. BENTON 45 WAR WASHINGTON 303 EAGLE Pine Creek Nob Hill CREEK Water from War Eagle 21 412 Been Mountain Forum Dry Fork 23S Creek Watershed and other Withrow Springs State Park subwatersheds flows in a Roberts Creek BEAVER LAKE- 303 HINDSVILLE LAKE WHITE RIVER Whitener Branch 412 Alabam northerly direction Hindsville Tater Hill 23 127 Vaughan Mountain into Beaver Lake. War Eagle Creek 412 45 Smyrna Branch Old Berry Branch Keefer Mountain Alabam 412 Horine Mountain Slaven Mountain Goshen Diera Mountain Mill Branch Carlock Mountain Big Onion Creek Boatright Creek Benson Mountain Kings River Dry Creek Bohannan Mountain Mitchell Branch
    [Show full text]
  • A Eutrophication Model of the White River Basin Above Beaver Reservoir in Northwest Arkansas Robert A
    University of Arkansas, Fayetteville ScholarWorks@UARK Technical Reports Arkansas Water Resources Center 1-1-1973 A Eutrophication Model of the White River Basin Above Beaver Reservoir in Northwest Arkansas Robert A. Gearhart University of Arkansas, Fayetteville Dee Mitchell University of Arkansas, Fayetteville Louis Thibodeaux University of Arkansas, Fayetteville Richard Meyers University of Arkansas, Fayetteville Follow this and additional works at: https://scholarworks.uark.edu/awrctr Part of the Fresh Water Studies Commons, Natural Resources and Conservation Commons, and the Water Resource Management Commons Recommended Citation Gearhart, Robert A.; Mitchell, Dee; Thibodeaux, Louis; and Meyers, Richard. 1973. A Eutrophication Model of the White River Basin Above Beaver Reservoir in Northwest Arkansas. Arkansas Water Resources Center, Fayetteville, AR. PUB015. 109 This Technical Report is brought to you for free and open access by the Arkansas Water Resources Center at ScholarWorks@UARK. It has been accepted for inclusion in Technical Reports by an authorized administrator of ScholarWorks@UARK. For more information, please contact [email protected], [email protected]. A EUTROPHICATION MODEL OF THE WHITE RIVER BASIN ABOVE BEAVER RESERVOIR IN NORTHWEST ARKANSAS by Robert A. Gearheart WATER RESOURCES RESEARCH CENTER Publication No. 15 In Cooperation With ENGINEERING EXPERIMENT STATION Research Report No. 22 UNIVERSITY OF ARKANSAS FAYETTEVILLE 1973 PROJECT COMPLETION REPORT PROJECT NO.: B-012-ARK AGREEMENT NO.: 14-01-0001-1877 Starting Date:
    [Show full text]
  • River Sediment Quality of the Upper White River Basin
    The Ozarks Environmental and Water Resources Institute (OEWRI) Missouri State University (MSU) Upper White River Basin Monitoring Program Geomorphic Channel Assessment Year 1 (2008-2009) River Sediment Quality of the Upper White River Basin Prepared by: Robert T. Pavlowsky & Derek J. Martin Ozarks Environmental and Water Resources Institute College of Natural and Applied Sciences Missouri State University Springfield, MO [email protected] 417-836-8473 Field Assistants: Marc Owen, Heather Hoggard, W. Patrick Dryer, Jackie Ebert, Patrick Womble, David Speer, & Erin Hutchison Prepared for: John Moore Upper White River Basin Foundation P.O. Box 6218 Branson, MO 65615 [email protected] January 21, 2010 OEWRI EDR-10-001 1 River Sediment Quality of the Upper White River Basin By Robert T. Pavlowsky and Derek J. Martin Ozarks Environmental and Water Resources Institute Missouri State University Springfield, MO January 21, 2010 INTRODUCTION The Upper White River Basin Foundation (UWRBF) implemented a water quality monitoring program in the Upper White River Basin in 2008 (www.whiteriverbasin.org). The goal of this program is to provide a long-term and consistent source of water quality and stream health information on the major rivers and tributaries draining into the upper portion of the White River including Beaver Lake, AR, Table Rock Lake, MO, and Bull Shoals Lake, MO/AR. It involves several partners including the United States Geological Survey (USGS), University of Arkansas-Fayetteville, Bull Shoals Field Station (BSFS) at Missouri State University-Springfield (MSU), and Ozarks Environmental and Water Resources Institute (OEWRI) at MSU. The Ozarks Environmental and Water Resources Institute at Missouri State University (oewri.missouristate.edu) is responsible for protocol development, data collection, and trend analysis to support the geomorphology and watershed source monitoring components of the basin-wide stream monitoring program in the Upper White River Basin in Missouri and Arkansas (Figure 1).
    [Show full text]
  • Beaver Lake Watershed News
    Beaver Lake Watershed News Being Thankful for Landowner Involvement and Interest Hello Beaver Lake Watershed Resident, Landowner, or Manager, Wow, we are making some progress toward maintaining and improving the water quality of Beaver Lake and its watershed! This progress is largely Winter 2016 due to your interest in taking care of natural resources and your participa- This newsletter is being sent tion in learning more and establishing to you because our records show that you own or reside best management practices on your on streamside property in property. To you, the Beaver Water- the Beaver Lake Watershed. shed Alliance gives thanks. If you are If you would prefer to re- just a casual reader of this newsletter ceive a digital copy only or up to this point, and have not yet have your name removed entirely from this mailing list, checked in about how we might be please notify the Beaver able to work together, I hope that you Watershed Alliance by call- will continue to read and will check in with us at some point. Chances are that you have ing 479-750-8007. some forest, pasture, streamside, lakeside, lawn and garden, landscape, construction site, wildlife or other management goals or needs where best management tips can not only Inside this issue: save you some money, but also produce healthy wildlife, and clean water. We‟ll be here when you are ready to check in, and hope you keep reading along until that time comes! Being Thankful 1 for Landowners Beaver Lake Watershed Volunteer Spotlight War Eagle 2 Watershed News Connecting with 3 War Eagle Landowners Streamside 3 Landowner Workshop Set for March 5th Land Conservation: 4 What Are Your The Greenland High School EAST Program The Northwest Arkansas Master Naturalists assist Options? monitors a stream restoration sight on the in preparing our newsletter to be mailed out to West Fork White River you.
    [Show full text]
  • Arkansas Water Resources Center
    Arkansas Water Resources Center PREDICTION AND MANAGEMENT OF SEDIMENT LOAD AND PHOSPHORUS IN THE BEAVER RESERVOIR WATERSHED USING A GEOGRAPHIC INFORMATION SYSTEM By J.M. McKimmey and H.D. Scott Department of Agronomy University of Arkansas Fayetteville, Arkansas 72701 Publication No. PUB-165 June 1993 Arkansas Water Resources Center 112 Ozark Hall University of Arkansas Fayetteville, Arkansas 72701 PREDICTION AND MANAGEMENTOF SEDIMENT LOAD AND PHOSPHORUSIN THE BEAVER RESERVOIR WATERSHEDUSING A GEOGRAPHICINFORMATION SYSTEM J. M. MCKIMMEYand H. D. SCOTT Department of Agronomy Fayetteville, AR 72701 Research Project Technica' Completion Report Project The research on which this report is based was financed in part by the United States Department of the Interior as authorized by the Water Research and Development Act of 1984 (P. L. 98-242) Arkansas Water Resources Research Center University of Arkansas 113 Ozark Hall Fayetteville, AR 72701 Publication No. 165 June, 1993 Contents of this publication do not necessarily reflect the views and policies of the U.S. Department of the Interior, nor does mention of trade names or commercial products constitute their endorsement or recommendation for use by the U. S. Government. The University of Arkansas, in compliance with federal and state laws and regulations governing affirmative action and nondiscrimination, does not discriminate in the recruitment, admission and employment of students, faculty and staff in the operation of any of its educational programs and activities as defined by law. Accordingly, nothing in this publication should be viewed as directly or indirectly expressing any limitation, specification or discrimination as to race, religion, color, or national origin; or to handicap, age, sex, or status as a disabled Vietnam-era veteran, except as provided by law.
    [Show full text]
  • Chapter 1-Purpose and Need INTRODUCTION
    UNITED STATES DEPARTMENT OF AGRICULTURE DRAFT ENVIRONMENTAL IMPACT FOREST SERVICE SOUTHERN REGION STATEMENT FOR THE PROPOSED JANUARY 2005 REVISED LAND AND RESOURCE MANAGEMENT PLAN MANAGEMENT BULLETIN R8-MB-123B Ozark-St. Francis National Forest Offices Supervisor’s Office 605 West Main Street Russellville, Arkansas 72801 479-968-2354 Bayou Ranger District Boston Mountain Ranger District 12000 SR 27 1803 North 18th Street Hector, AR 72843 Ozark, AR 72949 479-284-2015 479-667-5807 Buffalo Ranger District Mt. Magazine Ranger District Highway 7 North 3001 East Walnut Street Jasper, AR 72641 Paris, AR 72855 870-446-5122 479-9633076 Pleasant Hill Ranger District St. Francis National Forest Highway 21 North 2675 Highway 44 Clarksville, AR 72830 Marianna, AR 72360 479-754-2864 870-295-5278 Sylamore Ranger District Cass Job Corps Highway 14 North 21424 North Highway 23 Mountain View, AR 72560 Ozark, AR 72949 870-269-3228 479-667-3686 The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, sex, religion, age, disability, political beliefs, sexual orientation, or marital or family status. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write USDA, Director, Office of Civil Rights, Room 326-W, Whitten Building, 1400 Independence Avenue, SW, Washington, D.C. 20250- 9410 or call (202) 720-5964 (voice and TDD).
    [Show full text]
  • West Fork White River Watershed
    West Fork White River Watershed Data Inventory and Nonpoint Source Pollution Assessment Prepared by the Arkansas Department of Environmental Quality Environmental Preservation Division for the Arkansas Soil and Water Conservation Commission December 3, 2004 WEST FORK-WHITE RIVER WATERSHED - DATA INVENTORY AND NONPOINT SOURCE POLLUTION ASSESSMENT ARKANSAS DEPARTMENT OF ENVIRONMENTAL QUALITY ENVIRONMENTAL PRESERVATION DIVISION Final Report FY99 CWA Section 319(h) December 3, 2004 ADEQ Project Team Project Manager and Principal Investigator: Sandi J. Formica Project Engineer: Matt Van Eps Field and Technical Resource: Tony Morris Field and Technical Resource: Jason Beck Engineering and Technical Resource: Amy Cotter Puneet Srivastava – Project Engineer from 01/2000 to 05/2001 West Fork White River Project Partners & Acknowledgements Contributors - the project team would like to thank the contributors for their time, expertise, and the work they performed in the WFWR watershed in cooperation with this project: · Continuous Monitoring Station: Dr. Marc Nelson, AWRC · Biological Assessment Survey: Dr. Art Brown, Andrea Radwell, and Robin Reese · Bank Material Characterization: Dr. Kris Brye Technical Assistance - the project team would like to thank the following people for providing assistance and their expertise on the project: · Allen Clingingpeel of the Ouachita National Forrest Service (ONFS) was invaluable in providing information and guidance on evaluating the roadways in the watershed. Allen provided us with methods developed by ONFS on relevant field data collection and assistance on how to use the WEPP: Roads model. With Allen’s guidance, the data collected along with the modeling effort can be used to develop a maintenance plan and to track improvements. Allen also provided us with his expertise and experience on evaluating sediment on a watershed scale.
    [Show full text]
  • Magnitude and Frequency of Floods in Arkansas
    MAGNITUDE AND FREQUENCY OF FLOODS IN ARKANSAS by Scott A. Hodge and Gary D. Tasker U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 95-4224 Prepared in cooperation with the ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT Little Rock, Arkansas 1995 U.S. DEPARTMENT OF THE INTERIOR BRUCE BABBITT, Secretary U.S. GEOLOGICAL SURVEY GORDON P. EATON, Director For additional information Copies of this report can be write to: purchased from: District Chief U.S. Geological Survey U.S. Geological Survey, WRD Earth Science Information Center 401 Hardin Road Open-File Reports Section Little Rock, AR 72211 Box 25286, MS 517 Denver Federal Center Denver, CO 80225 CONTENTS Page Abstract................................................................................. 1 Introduction ............................................................................. 3 General setting ........................................................................... 4 Rood data ............................................................................... 5 Magnitude and frequency of floods at gaging stations ......................................... 8 Magnitude and frequency of floods at ungaged sites on streams draining less than 7,770 square kilometers............................................................................ 8 Basin characteristics................................................................ 8 Regression analysis ............................................................... 32 Peak discharge equations for Region A .............................................
    [Show full text]