DOCSLIB.ORG

Whitewater Adventure Or Relaxing Scenic River Trips on the Snake River

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Whitewater Adventure Or Relaxing Scenic River Trips on the Snake River WHITEWATER & SCENIC RIVER TRIPS WHITEWATER ADVENTURE OR RELAXING SCENIC RIVER TRIPS ON THE SNAKE RIVER. Celebrating Over 50 Years One block south of the Town Square, Jackson Hole, WY sandswhitewater.com • 800-358-8184 Epic Snake River Adventure STEEPED IN HISTORY, WITH UNMATCHED RIVER EXPERIENCE, SANDS PROMISES EPIC ADVENTURE AND LIFELONG MEMORIES OF YOUR JACKSON HOLE VACATION. As one of the largest rafting companies in Jackson Hole, we’ve taken tens of thousands of people safely down the Snake River, including the President and Vice President of the United States! By making sure you enjoy every moment, we’ve become one of the most respected Snake River rafting companies in the entire valley. WHITEWATER SCENIC Our 8-mile Whitewater Adventures Relaxing Scenic Floats The most popular summer must-do in Sit back and relax on our scenic Snake River float. Jackson Hole. Get ready for a fun and wild ride! You’ll enjoy all the beauty our backyard has to offer. Whitewater Rafting Trips The Snake River Canyon The eight-mile trip starts here. Watch for Osprey nesting along this stretch of the river. The resemblance of water to braided rope occurs when the current piles up on smooth rock benches and During this calm stretch, tumbles over itself. watch for Bald Eagles or try This bubbly section of river is OUR 8-MILE WHITEWATER ADVENTURES your hand at the oars. the product of millions of tiny air bubbles rising to the A must for all visitors to the valley! Our professional guides will take you through an 8-mile whitewater rafting tour surface after having been trapped by the rushing water. in the Grand Canyon of the Snake River. Combining spectacular scenery with the excitement of Class II & III rapids, this trip has all the ingredients for the perfect whitewater adventure. The most famous in a series of the Snake River’s legendary whitewater rapids. Scenic Float 13-MILE CLASSIC 14 EXCITING 8 SCENIC FLOAT TRIP MAN RAFT MAN RAFT Our scenic boats are specially designed with your Our “classic” 14 man rafts are ideal for all rafters, If you like wet, heart-pounding excitement then comfort in mind and a must for every nature lover! from beginners to experts. This trip is sure to this is the perfect whitewater rafting trip for you. Don’t forget to pack your camera as you’ll have the make memories that will last a lifetime! You help paddle an eight-person raft on a wild opportunity to get some epic shots. water ride through rapids on the Snake River. Approximately 3 hours Duration: Duration: Approximately 3 to 3.5 hours Multiple departures daily Approximately 3 hours Departure: Duration: Departure: Multiple departures daily Check our website for pricing and trip times. Departure: Multiple departures daily Check our website for pricing and trip times. Check our website for pricing and trip times. Wild whitewater fun with Class II & III rapids. A quiet float trip with the best wildlife viewing opportunities. Sands is a permittee of Bridger-Teton National Forest and an equal opportunity provider. Cache Deloney Broadway HWY 22 Millward Jackson Glenwood Flat Creek Pearl TRIPS MEET HERE! S. HWY 89 Whitewater & Scenic River Trips 110 W. Broadway • 1450 South HWY 89 PO Box 6453, Jackson, WY 83002 800-358-8184 • 307-733-4410 sandswhitewater.com.
Load more

Recommended publications
  • (P 117-140) Flood Pulse.Qxp
    117 THE FLOOD PULSE CONCEPT: NEW ASPECTS, APPROACHES AND APPLICATIONS - AN UPDATE Junk W.J. Wantzen K.M. Max-Planck-Institute for Limnology, Working Group Tropical Ecology, P.O. Box 165, 24302 Plön, Germany E-mail: [email protected] ABSTRACT The flood pulse concept (FPC), published in 1989, was based on the scientific experience of the authors and published data worldwide. Since then, knowledge on floodplains has increased considerably, creating a large database for testing the predictions of the concept. The FPC has proved to be an integrative approach for studying highly diverse and complex ecological processes in river-floodplain systems; however, the concept has been modified, extended and restricted by several authors. Major advances have been achieved through detailed studies on the effects of hydrology and hydrochemistry, climate, paleoclimate, biogeography, biodi- versity and landscape ecology and also through wetland restoration and sustainable management of flood- plains in different latitudes and continents. Discussions on floodplain ecology and management are greatly influenced by data obtained on flow pulses and connectivity, the Riverine Productivity Model and the Multiple Use Concept. This paper summarizes the predictions of the FPC, evaluates their value in the light of recent data and new concepts and discusses further developments in floodplain theory. 118 The flood pulse concept: New aspects, INTRODUCTION plain, where production and degradation of organic matter also takes place. Rivers and floodplain wetlands are among the most threatened ecosystems. For example, 77 percent These characteristics are reflected for lakes in of the water discharge of the 139 largest river systems the “Seentypenlehre” (Lake typology), elaborated by in North America and Europe is affected by fragmen- Thienemann and Naumann between 1915 and 1935 tation of the river channels by dams and river regula- (e.g.
    [Show full text]
  • Touring Historical Whitewater
    Touring Historical Whitewater A Guide to Whitewater Homes, Schools, Parks, and Cemeteries Old City Hall Building (1899-1971) Front Cover: Whitewater‟s Old City Hall building once served as the center for City Offices, the Library, and Fire Department. Construction of the building, with Romanesque Revival Architecture, started in Nov. 1899. The building was dedicated in April 1900, and operated as Whitewater‟s City Hall until 1960s before being demolished in August 1971. Image courtesy of the Irvin L. Young Library. Table of Contents City of Whitewater ~ A Brief History ............................................ 1 Bassett House ~ 708 W. Main Street .............................................. 4 W. DeWolf House ~ 707-709 W. Main Street ................................ 5 Engebretsen-Dorr ~ 622 W. Main Street ........................................ 6 G. W. Esterly House ~ 604 W. Main Street .................................... 7 Winchester House ~ 532 W. Main Street ....................................... 8 Sanger Marsh House ~ W. 522 Main Street ................................... 9 Leon Pescheret House ~ 521 W. Main Street ............................... 10 J.J. Starin House ~ 507 W. Main Street ........................................ 11 Kinney-Coxe House ~ 504 W. Main Street .................................. 12 T.D. Weeks / Hall House ~ 452 W. Main Street .......................... 13 Newton M. Littlejohn ~ 429 W. Main Street ................................ 14 Hamilton House ~ 328 W. Main Street .......................................
    [Show full text]
  • Whitewater Sub-Basin
    Whitewater Sub-basin HUC # 07140107 RAPID WATERSHED ASSESSMENT USDA NRCS 601 Business Loop 70 West Parkade Center, Suite 250 Columbia, MO 65203 Whitewater Sub-basin HUC #07140107 Introduction ..................................................... Page 3 A rapid watershed assessment Physical Description ........................................... Page 4 (RWA) evaluates resource A. Land Use/ Land Cover...................................Page 4 conditions and needs on an B. Grassland ..................................................Page 6 8-digit hydrologic unit (HU) C. Crop History ..............................................Page 6 basis. The assessment identifies D. Public Land ...............................................Page 6 E. Soil Capability ............................................Page 6 the primary resource concerns F. Common Resources ......................................Page 8 for the watershed being profiled G. Streams.................................................. Page 10 and provides estimate as to H. Wetlands ................................................ Page 12 where conservation investments I. Relief Map................................................ Page 13 would best address the concerns J. Geology .................................................. Page 14 of landowners, conservation Resource Concerns............................................Page 16 districts, stakeholders, and A. Soils ...................................................... Page 18 others. The RWA provides B. Soil Erosion.............................................
    [Show full text]
  • Cultural Report
    PHASE I CULTURAL RESOURCES ASSESSMENT Whitewater Preserve Levee Protection Project Unincorporated Riverside County, California September 11, 2020 PHASE I CULTURAL RESOURCES ASSESSMENT Whitewater Preserve Levee Protection Project Unincorporated Riverside County, California Prepared for: Travis J. McGill Director/Biologist ELMT Consulting 2201 North Grand Avenue #10098 Santa Ana, California 92711 Prepared by: Principal Investigator David Brunzell, M.A., RPA Contributions by Nicholas Shepetuk, B.A., and Dylan Williams, B.A. BCR Consulting LLC Claremont, California 91711 BCR Consulting LLC Project No. EMT2002 Site Recorded: Whitewater Levee Keywords: Levee USGS Quadrangles: 7.5-minute White Water, California (1988) Section 22 of Township 2 South, Range 3 East, San Bernardino Base and Meridian September 11, 2020 SEPTEMBER 11, 2020 PHASE I CULTURAL RESOURCES ASSESSMEN T WHITEWATER PRESERVE LEVEE PROTECTION PROJECT RIVERSIDE COUNTY MANAGEMENT SUMMARY BCR Consulting LLC (BCR Consulting) is under contract to ELMT Consulting to conduct a Phase I Cultural Resources Assessment of the Whitewater Preserve Levee Protection Project (the project), consisting of 7.8 acres in unincorporated Riverside County, California. This work was completed pursuant to the California Environmental Quality Act (CEQA) based on Coachella Valley Mountains Conservancy requirements. During the current assessment, BCR Consulting completed a cultural resources records search summary, additional land use history research, and intensive field survey for the project site. The Eastern Information Center (EIC; the repository that houses cultural resources records for the project area) is closed to consultants in March 2020 due to Covid- 19 restrictions. Although the EIC has reportedly begun processing records search requests internally, we have not received results or estimated schedule for any requests since March.
    [Show full text]
  • Podolak Multifunctional Riverscapes
    Multifunctional Riverscapes: Stream restoration, Capability Brown’s water features, and artificial whitewater By Kristen Nicole Podolak A dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Landscape Architecture and Environmental Planning in the Graduate Division of the University of California, Berkeley Committee in charge: Professor G. Mathias Kondolf, Chair Professor Louise Mozingo Professor Vincent H. Resh Spring 2012 i Abstract Multifunctional Riverscapes by Kristen Nicole Podolak Doctor of Philosophy in Landscape Architecture and Environmental Planning University of California, Berkeley Professor G. Mathias Kondolf, Chair Society is investing in river restoration and urban river revitalization as a solution for sustainable development. Many of these river projects adopt a multifunctional planning and design approach that strives to meld ecological, aesthetic, and recreational functions. However our understanding of how to accomplish multifunctionality and how the different functions work together is incomplete. Numerous ecologically justified river restoration projects may actually be driven by aesthetic and recreational preferences that are largely unexamined. At the same time river projects originally designed for aesthetics or recreation are now attempting to integrate habitat and environmental considerations to make the rivers more sustainable. Through in-depth study of a variety of constructed river landscapes - including dense historical river bend designs, artificial whitewater, and urban stream restoration this dissertation analyzes how aesthetic, ecological, and recreational functions intersect and potentially conflict. To explore how aesthetic and biophysical processes work together in riverscapes, I explored the relationship between one ideal of beauty, an s-curve illustrated by William Hogarth in the 18th century and two sets of river designs: 18th century river designs in England and late 20th century river restoration designs in North America.
    [Show full text]
  • Whitewater River Region Stormwater Quality Best Management Practice Design Handbook for Low Impact Development
    Riverside County Whitewater River Region Stormwater Quality Best Management Practice Design Handbook for Low Impact Development Riverside County Flood Control and Water Conservation District 1995 Market Street Riverside CA 92501 June 2014 Riverside County Stormwater Quality Best Management Practice Whitewater River Region Design Handbook for Low impact Development This page intentionally left blank to facilitate double‐sided printing June 2014 i Riverside County Stormwater Quality Best Management Practice Whitewater River Region Design Handbook for Low Impact Development Table of Contents 1.0 Introduction ............................................................................................................................................ 1 1.1 Limitations ............................................................................................................................................... 2 2.0 Tributary Drainage Area .......................................................................................................................... 3 2.1 Self‐Retaining Areas ................................................................................................................................ 3 2.2 Self‐Treating Areas .................................................................................................................................. 4 3.0 BMP Selection ......................................................................................................................................... 6 3.1 Identifying Project
    [Show full text]
  • Whitewater Park Toolkit
    WHITEWATER PARK TOOLKIT A Paddler’s Guide to Championing a Local Project Every Project Needs a Local Champion Nationally, there are more than 1,000 rivers suitable for whitewater paddling, most of which are located off the beaten path and away from municipalities. Countless more, however, flow right through the heart of communities large and small. While many of these are not currently prone to paddling, with a little help they can be converted into destination whitewater play parks, becoming gathering places for their communities, enhancing the riparian zones, and even generating revenues for their towns. But it takes a champion and a little elbow grease. Most of today’s in-stream whitewater parks were the result of a paddler or group of paddlers that had a vision for a local park and the passion to get the ball rolling. Championing the development of a whitewater park for your community is not a simple process, nor is it the same from one community to the next. It takes tenacity, flexibility, and patience. Yet, armed with the right information and inspiration, you can be the spark that leads to a successful whitewater park in your community. The purpose of this Whitewater Park Toolkit is to serve as a guide for whitewater enthusiasts, anglers, and other community stakeholders to advocate for the development of a local in-stream whitewater park in their community. It provides a general understanding of the process, player, and costs involved in building a fun, safe, and environmentally S2O Design Whitewater Park Toolkit 01 CONTENTS 03
    [Show full text]
  • Preliminary Decree Whitewater Creek Basin 40K Abstract of Water Right Claim Important Notice Your Water Right As Shown on This A
    MARCH 7, 2019 Decree Report - Page 1 40K 187-00 Page 1 of 2 PRELIMINARY DECREE WHITEWATER CREEK BASIN 40K ABSTRACT OF WATER RIGHT CLAIM IMPORTANT NOTICE YOUR WATER RIGHT AS SHOWN ON THIS ABSTRACT MAY HAVE CHANGES FROM YOUR WATER RIGHT AS CLAIMED OR AMENDED. AN ASTERISK (*) HAS BEEN PLACED NEXT TO EACH ITEM CHANGED BY THE MONTANA WATER COURT AFTER ISSUANCE OF THE TEMPORARY PRELIMINARY DECREE OR BY THE DEPARTMENT OF NATURAL RESOURCES AND CONSERVATION (DNRC) DURING THE PREPARATION OF THIS PRELIMINARY DECREE. THESE CHANGES ARE AUTHORIZED BY THE MONTANA SUPREME COURT WATER RIGHT CLAIMS EXAMINATION RULES OR BY ORDER OF THE WATER COURT. OBJECTIONS MAY BE FILED ACCORDING TO THE PROCEDURES OUTLINED IN THE DOCUMENT ENTITLED "NOTICE OF ENTRY OF PRELIMINARY DECREE AND NOTICE OF AVAILABILITY." Water Right Number: 40K 187-00 STATEMENT OF CLAIM Version: 2 -- REEXAMINED Status: ACTIVE Owners: RYLE D SIMONS PO BOX 76 TURNER, MT 59542 Priority Date: DECEMBER 31, 1929 Type of Historical Right: USE Purpose(use): STOCK *Flow Rate: A SPECIFIC FLOW RATE HAS NOT BEEN DECREED FOR THIS USE FROM THIS ONSTREAM RESERVOIR. THE FLOW RATE IS LIMITED TO THE MINIMUM AMOUNT HISTORICALLY NECESSARY TO SUSTAIN THIS PURPOSE. *Volume: THIS RIGHT INCLUDES THE AMOUNT OF WATER CONSUMPTIVELY USED FOR STOCK WATERING PURPOSES AT THE RATE OF 30 GALLONS PER DAY PER ANIMAL UNIT. ANIMAL UNITS SHALL BE BASED ON REASONABLE CARRYING CAPACITY AND HISTORICAL USE OF THE AREA SERVICED BY THIS WATER SOURCE. *Source Name: MANMADE PIT, UNNAMED TRIBUTARY OF INTERIOR DRAINAGE Source Type: SURFACE WATER Point of Diversion and Means of Diversion: ID Govt Lot Qtr Sec Sec Twp Rge County 1 NENENW 19 37N 28E PHILLIPS *Period of Diversion: JANUARY 1 TO DECEMBER 31 Diversion Means: PIT THE PERIOD OF DIVERSION HAS BEEN STANDARDIZED BY DNRC FOR THIS CLAIM.
    [Show full text]
  • Payette River Maps MAIN, MIDDLE FORK, NORTH FORK, SOUTH FORK North Fork
    U.S. Department of the Interior Bureau of Land Management Four Rivers Field Office Payette River Maps MAIN, MIDDLE FORK, NORTH FORK, SOUTH FORK North Fork N Experts Only o r NORTH t h F SCALE: o r k 0 1.0 2.0 miles P a y e t t e Staircase R te to McCall et Section ay k P tairase Advanced or le F IV idd Dog 12 M llll ll Bronco 17 ll Leg Canyon III Billy ll lll III+ 13 Section ll R lll lll Oxbow III MAN Advanced Deadwood River Tight & 1 Garden III llll Right Hard Hat III 21 Whitewater 101 II ll a III Valley 8 IIII rprise 7 2 itte as III BANKS ll Rapi IIII III IIII Trashcan III Whitewater 102 II IV Section III III aaar 11 IIII IIII III S-Turn III Beginner + Swirley IIIII ll Go Left or You’re Fired III lll Pine Flats II 9 IIII ll Canyon The Grease III e Pie ll ll Kaleidoscope III Garden Valley 10 Intermediate aaar Ranger Station Lunch Counter II ll Gateway IV lIl 25’ Waterfall So ut ll ll ll ll i as Prtae lll h Bennett’s Rock III For Main Payette k Payette Swirley Banks to Beehive Bend Canyon Series Killer Surf Wave II ll Intermediate II-III Mike’s Hole III lIl 3 Mixmaster III lIl Adios My Friend III e lIl tt ye Pa n ai M 4 5 Main Payette R Beehive Bend to Boat Ramp Beginner + Class II lI with one Class III Rapid Class II lI Class II 6 lI Climax III lIl to Horseshoe Bend and Boise R North Fork N Experts Only o r NORTH t h F SCALE: o r k 0 1.0 2.0 miles P a y e t t e Staircase R te to McCall et Section ay k P tairase Advanced or le F IV idd Dog 12 M llll ll Bronco 17 ll Leg Canyon III Billy ll lll III+ 13 Section ll R lll lll Oxbow
    [Show full text]
  • Miami Whitewater Forest: Outer Loop 135 Miami Whitewater Forest: Outer Loop 27
    275 loop | 27 :: Miami Whitewater Forest: Outer Loop 135 MIAMI WHITEWATER FOREST: OUTER LOOP 27 IN BRIEF KEY AT-A-GLANCE Several trails, including the Outer Loop, are i INFORMATION found inside the expansive Miami Whitewa- ter Forest Park. The paved Outer Loop trail LENGTH: 7.7 miles meanders through several different habitats, CONFIGURATION: Loop including the Shaker Trace Wetlands. A vari- DIFFICULTY: Moderate ety of users take advantage of the serenity of SCENERY: Prairie, farm field, river corridor, and restored wetlands this lengthy, yet easily accessible, trail. EXPOSURE: Mostly sun, some shade TRAFFIC: Heavy DESCRIPTION TRAIL SURFACE: Paved HIKING TIME: 3.5–4 hours Miami Whitewater Forest began in 1949, when DRIVING DISTANCE: 45 minutes west the Hamilton County Park District acquired of Cincinnati 709 acres of land. Today, the park encom- SEASON: Year-round passes 4,160 acres, making it the largest park in ACCESS: Dawn–dusk the Hamilton County Park District. MAPS: USGS Shandon and Harrison; The visitor center’s interactive displays Miami Whitewater Forest map and Nature Niche Store are fun to explore. WHEELCHAIR ACCESSIBLE: Yes At the center of the park is the 85-acre Miami FACILITIES: Restroom and water at visitor center Whitewater Forest Lake, which was created FOR MORE INFORMATION: (513) in 1969 when the dam was completed. The 367-4774 or www.greatparks.org marina rents pontoons and paddle-, row-, SPECIAL COMMENTS: This hike and motorboats. Pirate Parky’s Pedal Bay is a meanders through beautiful farm- unique water-play area on the lake. land and restored wetlands. The park has multiple picnic areas and playgrounds, a marina, a campground with electricity, a 9-hole disc golf course, an 18- hole golf course, a driving range, and a wet playground.
    [Show full text]
  • Engineering Report
    ENGINEER'S REPORT ON WATER SUPPLY AND REPLENISHMENT ASSESSMENT Lower Whitewater River Subbasin Area of Benefit 2011-2012 Prepared for COACHELLA VALLEY WATER DISTRICT May 2011 5/24/2011 File: 0643.533 COACHELLA VALLEY WATER DISTRICT ENGINEER'S REPORT ON WATER SUPPLY AND REPLENISHMENT ASSESSMENT LOWER WHITEWATER RIVER SUBBASIN AREA OF BENEFIT 2011-2012 Prepared by Environmental Services Division Engineering Department May 2011 COACHELLA VALLEY WATER DISTRICT BOARD OF DIRECTORS Peter Nelson .....................................................................................................................President John Powell .............................................................................................................. Vice President Patricia A. "Corky" Larson ................................................................................................... Director Debi Livesay ....................................................................................................................... Director Franz De Klotz .................................................................................................................... Director OFFICERS & COUNSEL Steve Robbins............................................................................. General Manager-Chief Engineer Jim Barrett ............................................................................................ Assistant General Manager Gerry Shoaf ...................................................................................................
    [Show full text]
  • Whitewater Boating Flow Study for Slab Creek Reach Technical Report
    SACRAMENTO MUNICIPAL UTILITY DISTRICT UPPER AMERICAN RIVER PROJECT (FERC NO. 2101) WHITEWATER BOATING FLOW STUDY FOR SLAB CREEK REACH TECHNICAL REPORT Prepared by: Devine Tarbell & Associates, Inc. The Louis Berger Group Sacramento, California Oakhurst, California Prepared for: Sacramento Municipal Utility District Sacramento, California OCTOBER 2004 Sacramento Municipal Utility District Upper American River Project FERC Project No. 2101 TABLE OF CONTENTS Section & Description Page 1.0 INTRODUCTION .............................................................................................................. 2 2.0 BACKGROUND ................................................................................................................ 3 2.1 Whitewater Boating Flow Study Plan for Slab Creek Reach ................................. 3 2.1.1 Whitewater Boating Flow Ecological Study Plan for Slab Creek Reach ... 4 2.2 Water Year Types................................................................................................... 5 2.3 Recreation TWG Determination of Adequacy ..................................................... 10 3.0 METHODS ....................................................................................................................... 10 3.1 Target Flows and Schedule................................................................................... 11 3.2 Boating Participants.............................................................................................. 11 3.3 Project Operations During the Study ...................................................................
    [Show full text]