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Town of Rangely Source Water Protection Plan
Town of Rangely Source Water Protection Plan Rio Blanco County, Colorado January 2010 Written by Colleen Williams Source Water Specialist Colorado Rural Water Association For the community water provider: Town of Rangely: ID # CO015 TABLE OF CONTENTS EXECUTIVE SUMMARY ……………………………………………………………………. 3 INTRODUCTION ………………………………………………………………………………. 4 Purpose of a Source Water Protection Plan ………………………… 4 Public Participation in the Planning Process ……………………….. 5 Protection Plan Development ………………………………………………. 6 Steering Committee Members ……………………………………………… 7 WATER SUPPLY SETTING ………………………..……………….………..…………… 8 Location ………………………………………………………………………………… 8 Geology ……..…………………………………….………………………………….. 9 Soils ………..……………………………………………………………………………. 9 Vegetation ……………………………………………………………………………. 9 Climate …………………………………………………………………………………. 10 Land Ownership and Use ……………………………………………………… 11 Population and Growth …………………………………………………………. 13 Economics …………………………………………………………………………….. 14 WATER QUALITY SETTING ……………………………………………………………..… 15 Hydrology ……………………………………………………………………………… 15 Water Quality Standards ……………………………………………………… 17 Water Quality Monitoring …………………………………………………….. 18 Drinking Water Supply Operations ……………………………………….. 23 OVERVIEW OF COLORADO’S SWAP PROGRAM ………………………………… 24 SOURCE WATER ASSESSMENT RESULTS …………………………………………. 26 Source Water Assessment Area Delineation ………..…..…………. 26 Contaminant Source Inventory ………………..…………………………… 28 Contaminant Health Concerns ………………………………………………. 29 Susceptibility Analysis ……………………….………………………………….. 30 Potential Contaminant -
User's Manual
White River Basin Water Resources Planning Model User’s Manual White River - District 43 k Wo e lf C MOFFAT e re r ek ROUTT C UTAH f ol W COLORADO DINOSAUR !O ut40 4 09306290 Y e r l Rive !> l White o 09306224 w !> C r e k e e k RANGELY e Co r al Creek !Ok C 09306222 e s e Rio Blanc o Lake i !> t r Cr er v u i R 9306395 s ite C h a k W !> l 09304500 For g h ort M 09304800MEEKER N U u !> a o !O 09304200 t Skinny Fish Lake !> r e D v !> 09303000 C i S n r h e D 09304000 e h !> e e N k c C o Big Beaver R eservoir Trappers Lake e l k RIO BLANCO e !> u o r u p e e r g r 09306200 G e k C t e l h k F e a C r Wa l l L ak e r h !> 09303500 s e l c E C e a t e E p C c l g a e k a k !> e n e r k s D GARFIELD C a V e e t C e e r e M D r k c e r e i e i r 09303400 C l e k y P l k B r e 09306007 le r C !> u l k k i C r c e !> e e k e r e M e e C r r Picean t k C k ce Cree s e r k e k GARF IELD k C e e e r e e e u r W n k r k h o p s e C l C r e s u w r e S t a o l l t C k a g c il C s u a P a l W o o 139l B w 13 «¬g D ¬ « u t GARFIELD C s o r a e D E GARFIELD e Legend t COLORADO k s e GARFIELD W County !O Cities Highways Rivers Basin Boundary Lakes BOYLE AECOM 03 6 12 18 24 !> Miles Flow Gauges October 2009 Table of Contents 1 Introduction........................................................................................................................... -
Ground-Water Potential of the Leadville Limestone on the White River Uplift in Garfi Eld and Rio Blanco Counties, Colorado
GROUND-WATER POTENTIAL OF THE LEADVILLE LIMESTONE ON THE WHITE RIVER UPLIFT IN GARFIELD AND RIO BLANCO COUNTIES, COLORADO By Ralph W. Teller and Frank A. Welder U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 83-^036 Lakewood, Colorado 1983 UNITED STATES DEPARTMENT Of THE INTERIOR JAMES G. WATT, Secretary GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information For sale by: write to: Open-File Services Section District Chief Western Distribution Branch U.S. Geological Survey, MS U.S. Geological Survey, MS 306 Box 25046, Denver Federal Center Box 25^25, Federal Center Lakewood, CO 80225 Denver, CO 80225 Telephone: (303) 23^-5888 CONTENTS Page Abstract--------------- ---- ----- ______________ __ ____ ____ -j Introduction----- ---------------- ___________ __ ____ __________ -j Purpose and scope-------------------------------------------------- 2 Location and size of study area------------------------------------ 2 Previous invest 5 gat ions-------------------------------------------- 2 Geology----------------------------------------------------------------- 2 Stratigraphy----- ------------------------ ____________ __ __ 2 Precambrian rocks--------------------------------------------- 5 Paleozoic rocks----------------------------------------------- 5 Mesozoic rocks------------------ -------- ---- ________ 5 Cenozoi c rocks------------------------------------------------ 8 Structure---------------------------------------------------------- 8 Hydrogeologic characteristics of the Leadville Limestone---------------- 8 -
USGS-Streamgage-Data-Final.Pdf
Paleoflood Investigations to Improve Peak-Streamflow Regional-Regression Equations for Natural Streamflow in Eastern Colorado, 2015 By Michael S. Kohn, Michael R. Stevens, Tessa M. Harden, Jeanne E. Godaire, Ralph E. Klinger, and Amanullah Mommandi Prepared in cooperation with the Colorado Department of Transportation Scientific Investigations Report 2016–5099 U.S. Department of the Interior U.S. Geological Survey 6 Table 1. Summary of the streamgages used in the regression analysis of natural streams in eastern Colorado, 2015. Paleoflood InvestigationstoImprovePeak-StreamflowRegional-RegressionEquations,EasternColorado,2015 [USGS, U.S. Geological Survey; CDWR, Colorado Division of Water Resources; NDNR, Nebraska Department of Natural Resources; A, drainage area; mi2, square miles; C, amount of soil consisting of clay in basin; %, percent; Eout, elevation of basin outlet; ft, feet; 6P100, mean basin 6-hour, 100-year precipitation; in., inches; S, mean basin slope; Wyo., Wyoming; Nebr., Nebraska; Colo., Colorado; Kans., Kansas; Okla., Oklahoma; N. Mex., New Mexico; Tex., Texas; NA, not applicable] USGS Latitude Longitude Paleo- USGS CDWR NDNR A C E P S streamgage Streamgage name (decimal (decimal flood out 6 100 peaks peaks peaks (mi2) (%) (ft) (in.) (%) number degrees) degrees) data 06655000 Cottonwood Creek at Wendover, Wyo. 42.3258 –104.8764 24 NA NA No 1,960 17.3 4,450 2.59 13.6 06668040 Rabbit Creek near Wheatland, Wyo. 42.2158 –105.2291 20 NA NA No 1.30 20.6 5,650 2.45 14.9 06675300 Horse Creek Tributary near Little Bear, Wyo. 41.4558 –104.8839 21 NA NA No 8.16 12.2 6,240 2.81 7.78 06687000 Blue Creek near Lewellen, Nebr. -
Regional Regression Equations for Estimation of Natural Streamflow Statistics in Colorado
Applied Research and Innovation Branch Regional Regression Equations for Estimation of Natural Streamflow Statistics in Colorado Joseph P. Capesius and Verlin C. Stephens Report No. CDOT-2009-14 October 2009 The contents of this report reflect the views of the author(s), who is(are) responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views of the Colorado Department of Transportation or the Federal Highway Administration. This report does not constitute a standard, specification, or regulation. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. CDOT-2009-14 4. Title and Subtitle 5. Report Date Regional Regression Equations for Estimation of Natural Streamflow October 2009 Statistics in Colorado 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Joseph P. Capesius and Verlin C. Stephens Scientific Investigations Report 2009–5136 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Colorado Water Science Center U.S. Geological Survey 11. Contract or Grant No. Box 25046, Mail Stop 415 Denver, CO 80225 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Colorado Department of Transportation - Research 4201 E. Arkansas Ave. Denver, CO 80222 14. Sponsoring Agency Code 15. Supplementary Notes Prepared in cooperation with the Colorado Water Science Center, U.S. Geological Survey. 16. Abstract The U.S. Geological Survey (USGS), in cooperation with the Colorado Water Conservation Board and the Colorado Department of Transportation, developed regional regression equations for estimation of various streamflow statistics that are representative of natural streamflow conditions at ungaged sites in Colorado. -
Environmental Assessment Finding of No Significant Impact
Environmental Assessment Finding of No Significant Impact United States Department of Agriculture Buford New Castle Project Forest Service Rifle and Blanco Ranger Districts February, 2017 White River National Forest Garfield and Rio Blanco Counties Colorado Portions of sections 29 and 32, Township 1S, Range 91W Portions of sections 5, 8, 9, 15, 16, 17, 18, 22, 23, 26, 27, 34, 35; Township 2S, Range 91W Portions of sections 2, 3, 7, 8, 9, 10, 11, 17, 18, 19, 30, 31; Township 3S, Range 91W Portions of sections 24, 25, 36; Township 3S, Range 92W Portions of sections 6 and 7; Township 4S, Range 91W 6th Principal Meridian, Garfield and Rio Blanco Counties, Colorado For More Information Contact Brett Crary, Silviculturist Rifle Ranger District White River National Forest Service 0094 CR244, Rifle, CO 81650 [email protected] 970-328-5899 In accordance with Federal civil rights law and U.S. Department of Agriculture (USDA) civil rights regulations and policies, the USDA, its Agencies, offices, and employees, and institutions participating in or administering USDA programs are prohibited from discriminating based on race, color, national origin, religion, sex, gender identity (including gender expression), sexual orientation, disability, age, marital status, family/parental status, income derived from a public assistance program, political beliefs, or reprisal or retaliation for prior civil rights activity, in any program or activity conducted or funded by USDA (not all bases apply to all programs). Remedies and complaint filing deadlines vary by program or incident. Persons with disabilities who require alternative means of communication for program information (e.g., Braille, large print, audiotape, American Sign Language, etc.) should contact the responsible Agency or USDA’s TARGET Center at (202) 720-2600 (voice and TTY) or contact USDA through the Federal Relay Service at (800) 877-8339.