DOCSLIB.ORG

[HWM = High-‐Water Mark] Survey HWM ID Number Of

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
[HWM = High-‐Water Mark] Survey HWM ID Number Of FIELD NAME FIELD DEFINITION [HWM = high-water mark] Survey HWM ID Number of row in spreadsheet of results provided by the subcontractor Dewberry (the surveyors) Town Name of town or city in which the HWM is located Party Initials of USGS 1- or 2-person crewmembers who flagged the HWM Date Date that the HWM was flagged A descriptive or numerical rating based on the perceived accuracy of the HWM2. Ratings are modified from: Lumia, Richard; Burke, P.M.; and Johnston, W.H., Quality 1986, Flooding of December 29, 1984, through January 2, 1985, in northern New York State, with flood profiles of the Black and Salmon Rivers: U.S. Geological Survey Water-Resources Investigations Report 86–4191, 53 p. Type A short description of the physical manifestation of the HWM River or Area Generally the name of a river or access area; could additionally include a more detailed description of the location Bank Right' or 'left' facing in the downstream direction Location of Mark Relative to Generally: '__ feet' + 'upstream or downstream' + 'of' + 'bridge or culvert or gage' + '__ feet Landward from edge of water' Structure or Water Describes location of flagged HWM. Usually relative to side of tree (streamward, landward, US [upstream], or DN [downstream]), diameter of tree, and feet above Mark Position ground Marked By Describes how the HWM was flagged (marker line, nail and flagging, line on stake, top of stake, USGS HWM Disc, nail, paint, or a combination of these) Variously completed by field crews. Possible information included: latitude and longitude (lat/long) of the HWM; an associated assessment of lat/long accuracy; Comments detailed description of HWM site; repeats of codes used in other fields; utility pole numbers Inst. No. Sequential number automatically assigned by instruments during flagging for right (RH) and left (LH) bank mark locations Consists of 'VT', a 3-digit county FIPS code, a 2-letter (internal-use) town code, and a sequential number. 'HWM' was used in the Filename in cases where there Filename would be duplicate filenames without it Bridge or culvert number according to the Vermont Agency of Transportation. Alternatively, type of structure (dam, railroad bridge, suspension bridge, covered Bridge_cul bridge) Road Name Self explanatory Lat Latitude in decimal degrees Long Longitude in decimal degrees Survey Northing Northing (in feet) referenced to Vermont State Plane Coordinate System NAD83/91 surveyed by Dewberry and documented in the Dewberry report Survey Easting Easting (in feet) referenced to Vermont State Plane Coordinate System NAD83/91 surveyed by Dewberry and documented in the Dewberry report Survey Elevation Elevation (in feet) referenced to NAVD 88, orthometric heights, Geoid 09, surveyed by Dewberry and documented in the Dewberry report Fate of flagged HWM3 HWMs were either 'FOUND' with survey results provided in this file, or else an explanation is given for its fate (generally missing, destroyed, or area overgrown). Survey Survey Survey Survey HWM ID Town Quality River or Area Lat Long Northing Easting Elevation 2 Addison +/- 0.1 ft McCuen Slang Access Area 44.024470 -73.398570 556914.440 1404087.530 101.520 15 Ferrisburg +/- 0.02 ft South Slang Access Area/Little Otter Creek WMA Boat Launch 44.226490 -73.277440 630263.110 1436624.200 102.710 16 Ferrisburg +/- 0.05 ft Fort Cassin Access Area 44.221590 -73.315640 628568.180 1426597.300 101.680 17 Ferrisburg +/- 0.02 ft Button Bay Boat Launch 44.177260 -73.351720 612461.370 1416985.980 102.510 196 Colchester +/- 0.05 ft Malletts Bay Access Area 44.552430 -73.230970 748973.830 1449855.070 102.260 199 Milton +/- 0.02 ft The Sandbar Access Area 44.623460 -73.214200 774803.060 1454466.040 102.780 200 Milton +/- 0.05 ft Van Everest Access Area 44.706030 -73.209140 804925.820 1456050.360 102.290 208 Shelburne +/- 0.1 ft Shelburne Bay Access Area 44.400330 -73.236460 693558.940 1447950.410 102.270 217 Highgate +/- 0.05 ft Rock River Access Area 44.988440 -73.089010 907605.650 1488026.020 102.990 220 St. Albans +/- 0.05 ft Mouth of Jewett/Stevens Brooks 44.810390 -73.149990 842825.880 1471725.480 101.850 222 St. Albans > +/- 0.1 ft Cohen Park 44.864180 -73.181920 862503.910 1463613.750 102.360 224 Swanton +/- 0.05 ft Tabor Point Access Area 44.925290 -73.214950 884849.620 1455235.150 102.050 225 Swanton +/- 0.05 ft Larry Green Access Area 44.970780 -73.211090 0.000 0.000 0.000 226 Alburg +/- 0.05 ft Kelley Bay Access Area 44.998650 -73.331750 911874.580 1425254.940 102.190 227 Alburg +/- 0.05 ft West Shore Road 44.959170 -73.305660 897455.350 1431819.360 102.200 228 Alburg +/- 0.05 ft Horican Access Area 44.913740 -73.313670 880867.860 1429631.520 101.570 229 Alburg +/- 0.02 ft Dillenbeck Bay Access Area 44.916210 -73.275920 881695.720 1439415.910 101.660 230 Grand Isle +/- 0.1 ft Vantines Access Area 44.719830 -73.341100 810254.920 1421790.630 102.580 231 Grand Isle > +/- 0.1 ft Grand Isle Town Beach 44.725520 -73.275920 812170.370 1438738.490 99.620 232 Isle LaMotte +/- 0.05 ft Stoney Point Access Area 44.871380 -73.358590 865559.290 1417836.460 102.480 233 Isle LaMotte +/- 0.05 ft Holcomb Bay Access Area 44.855000 -73.331540 873722.330 1450536.340 101.750 235 North Hero +/- 0.05 ft Stephensen Point Access Area 44.895260 -73.232650 873943.810 1450559.050 102.190 236 North Hero +/- 0.1 ft King Bay Access Area 44.869440 -73.250610 864621.700 1445580.610 102.810 238 South Hero +/- 0.1 ft Keller Bay Access Area 44.667970 -73.320430 791302.590 1426970.460 102.290 239 South Hero +/- 0.1 ft White Beach 44.621710 -73.321820 774444.110 1426440.850 102.220 315 Benson +/- 0.05 ft Benson Landing Access Area 43.728780 -73.366900 449056.330 1411267.280 100.650 Survey Survey Survey Survey HWM ID Town Quality River or Area Lat Long Northing Easting Elevation 3 Bristol poor New Haven River 44.131375 -73.080163 595144.790 1488095.570 490.170 4 Bristol fair New Haven River 44.131708 -73.080526 595257.830 1488002.550 482.790 6 Bristol poor New Haven River 44.127648 -73.082760 593804.800 1487403.350 417.560 9 Bristol fair New Haven River 44.097547 -73.093794 582824.250 1484422.670 332.160 10 Bristol poor New Haven River 44.096539 -73.092814 582469.180 1484709.930 329.480 13 Cornwall fair Otter Creek 43.918166 -73.174459 517661.627 1462703.859 348.060 19 LeiCester fair Otter Creek 43.869302 -73.156145 499788.380 1467424.250 349.700 22 LeiCester poor Otter Creek 43.854716 -73.149194 494437.340 1469165.760 350.790 23 LeiCester poor Otter Creek 43.854687 -73.148930 494425.010 1469247.570 350.670 24 Middlebury fair Middlebury River 43.970239 -73.086551 536505.050 1486024.140 515.300 26 Middlebury fair Middlebury River 43.969975 -73.085053 536462.130 1486227.060 530.110 27 Middlebury fair Middlebury River 43.970505 -73.091647 536534.610 1484647.530 469.500 34 Middlebury poor Otter Creek 44.010071 -73.167110 551081.380 1464919.630 340.520 35 Middlebury fair Otter Creek 44.009165 -73.166728 550776.370 1464940.530 347.740 36 Middlebury fair Otter Creek 44.011386 -73.167187 551609.880 1464914.730 348.020 37 Middlebury poor Otter Creek 44.011842 -73.167071 551767.470 1464941.810 349.400 38 Middlebury very poor Otter Creek 44.024756 -73.177740 556510.260 1462124.830 316.070 39 Middlebury poor Otter Creek 44.025458 -73.178160 556752.570 1462034.540 303.570 40 Middlebury poor Otter Creek 44.024560 -73.177748 556412.730 1462145.870 319.300 43 Middlebury poor Middlebury River 43.971464 -73.097263 536880.560 1483160.080 432.100 50 New Haven poor New Haven River 44.060563 -73.148575 569465.840 1469941.690 260.000 52 New Haven poor New Haven River 44.060549 -73.149091 569467.910 1469803.120 257.960 53 New Haven fair New Haven River 44.062885 -73.172077 570344.760 1463763.310 233.030 55 New Haven fair New Haven River 44.062722 -73.170671 570307.350 1464111.880 245.830 56 New Haven poor New Haven River 44.061678 -73.176449 569959.590 1462545.250 236.340 57 New Haven poor New Haven River 44.061727 -73.177281 569942.160 1462383.970 231.290 61 Ripton good Middlebury River 43.974070 -73.040297 537730.860 1498188.170 1005.560 66 Vergennes poor Otter Creek 44.165671 -73.255209 608016.280 1442248.140 138.090 67 Vergennes fair Otter Creek 44.166932 -73.257938 608495.180 1441536.860 100.270 68 Weybridge fair Otter Creek 44.070998 -73.194364 573341.130 1457936.470 221.290 72 Weybridge good Otter Creek 44.086210 -73.246841 579028.080 1444160.510 142.980 73 Weybridge fair Otter Creek 44.085752 -73.246668 578828.710 1444278.430 142.360 75 Weybridge poor Otter Creek 44.070953 -73.194165 573339.870 1457995.540 220.310 76 Arlington poor Batten Kill 43.083856 -73.142943 213434.630 1468654.690 650.230 77 Arlington poor Batten Kill 43.083131 -73.143581 213186.390 1468489.070 652.090 78 Arlington poor Batten Kill 43.083641 -73.143784 213368.870 1468421.910 647.070 79 Arlington poor Batten Kill 43.083951 -73.144108 213455.650 1468329.570 644.640 80 Arlington poor Batten Kill 43.084308 -73.145068 213597.780 1468076.050 639.000 81 Arlington good Batten Kill 43.076493 -73.156639 210752.500 1464997.220 608.250 82 Arlington poor Batten Kill 43.076306 -73.156988 210716.200 1464886.840 606.390 83 Arlington fair Batten Kill 43.075917 -73.166868 210602.240 1462232.440 595.390 84 Arlington fair Batten Kill 43.075831 -73.166634 210568.430 1462304.660 597.850 85 Arlington poor Batten Kill 43.089888 -73.199240 215781.270 1453627.270 573.610 86 Arlington poor Batten Kill 43.089566 -73.198352 215630.050 1453888.200 575.300 87 Arlington fair Batten Kill 43.104481 -73.220075 221130.930 1448113.250 558.510 88 Arlington fair Batten Kill 43.104460
Load more

Recommended publications
  • Pierce Mills Hydroelectric Generating Station (FERC No. 2396 VT) Arnold Falls Hydroelectric Generating Station (FERC No
    20091208-5022 FERC PDF (Unofficial) 12/8/2009 1:26:23 AM Pierce Mills hydroelectric generating station (FERC No. 2396 VT) Arnold Falls hydroelectric generating station (FERC No. 2399 VT) Gage hydroelectric generating station (FERC No. 2397 VT) Passumpsic hydroelectric generating station (FERC No. 2400 VT) St. Johnsbury, Waterford and Barnet, Caledonia County, Vermont 2009 Annual CRMP Report November 30, 2009 This letter report is provided on behalf of the Central Vermont Public Service Corporation (CVPS) in fulfillment of its obligations regarding the Cultural Resource Management Plan (CRMP) for the Pierce Mills, Arnold Falls, Gage and Passumpsic hydroelectric generating stations, collectively referred to as the Project.1 Articles 408, 408, 410, and 408 of the licenses for the Pierce Mills, Arnolds Falls, Gage and Passumpsic generating stations2, respectively, require implementation of the provisions of the Programmatic Agreement (PA) executed on November 4, 1994.3 Under federal law, the FERC is required to consider the effects of hydroelectric projects that it licenses on historic properties. The PA requires the filing of an annual report on activities conducted under the CRMP on the anniversary date of issuance of the license. Monitoring Action to Protect Archaeological Historic Properties Section 3.2.3. of the CRMP describes that the Project will be monitored annually to limit or prevent bank erosion and protect historic properties in conjunction with other resources. Charity Baker, an archaeologist qualified under 36 CFR 61, and Beth Eliason, CVPS Environmental Engineer, conducted the annual monitoring of Project shorelines on October 10 and 29, 2009. The inspection was conducted via canoe to document existing conditions using a handheld Magellan GPS 320 unit, a Canon PowerShot A85 digital camera, and manual notes.
    [Show full text]
  • Town of Hartford Draft Town Plan
    TOWN OF HARTFORD DRAFT TOWN PLAN March 11, 2019* Prepared by the Hartford Planning Commission with the assistance from the Hartford Department of Planning and Development Services and the Town Plan Steering Committee * This Plan has been updated since the 2/22/19 Draft. The additions are highlighted in red and underlined, and deletions are highlighted in red with the slash-out feature. In some instances, these reflect relocation and not substantial changes. INTRODUCTION INTRODUCTION TO TOWN PLANNING According to the book, “Essentials of Land Use Planning and Regulation” by the Vermont Land Use Education and Training Collaborative, “the municipal plan is the visionary document that assesses the current status of a community and lays out a vision for the future.” Used interchangeably with the term “Town Plan”, it is an in-depth, comprehensive, long range study that provides the framework for future decisions regarding land use, transportation, community facilities and services, utilities, natural resources, historic resources, and housing. It is a guide that establishes a strategy on how to grow while managing the community’s resources and maintaining a high quality of life. The Town Plan provides the basis for public and private investment. It also establishes an implementation program that provides a means of achieving the community vision. HARTFORD’S GEOGRAPHY Hartford, Vermont is located at the confluence of the White and Connecticut Rivers and includes a third river, the Ottauquechee. It is also at the junction of Interstate Highways 89 and 91 and the junction of U.S. Highways 4 and 5 on the eastern side of Vermont about halfway up the state.
    [Show full text]
  • MMI 53 River Street Dam.Pdf
    TOWN OF ACTON JUNE 7, 2019 | ACTON, MA PROPOSAL Studies Related to the Dam Located at 53 River Street June 7, 2019 Mr. John Mangiaratti, Town Manager Town of Acton Town Manager’s Office 472 Main Street Acton, MA 01720 RE: River Street Dam Removal and Fort Pond Brook Restoration Acton, Massachusetts MMI #4458-02 Dear Mr. Mangiaratti: The Milone & MacBroom team of structural engineers, bridge scour experts, geotechnical engineers, and hydraulic engineers are uniquely qualified to design the dam removal, and evaluate the potential upstream and downstream infrastructure impacts associated with the removal of the Dam at River Street to improve ecological functions of the Fort Pond Brook. When reviewing our proposal, we ask that you consider the following: Our team brings expertise and a proven track record of success in dam removal projects throughout New England. Milone & MacBroom professionals have backgrounds in hydrology and hydraulics, engineering design, fisheries expertise, and wetland biology. Our staff also includes invasive species experts, fisheries biologists, and permitting specialists. We also integrate the creative innovation of our extensive in-house team of landscape architects and frequently include passive recreational park features at our dam removal sites. We have the ability to integrate dam removal with the natural site opportunities through careful analysis and planning so that your project is technically sound, environmentally sensitive, and aesthetically pleasing. Our team of experts has performed many dam removal projects throughout New England and the Northeast. Milone and MacBroom are pioneers in the field, having completed our first dam removals in the 1990s. With over 40 constructed dam removal projects, we have completed more than any other design firm in the Northeast.
    [Show full text]
  • The Vermont Management Plan for Brook, Brown and Rainbow Trout Vermont Fish and Wildlife Department January 2018
    The Vermont Management Plan for Brook, Brown and Rainbow Trout Vermont Fish and Wildlife Department January 2018 Prepared by: Rich Kirn, Fisheries Program Manager Reviewed by: Brian Chipman, Will Eldridge, Jud Kratzer, Bret Ladago, Chet MacKenzie, Adam Miller, Pete McHugh, Lee Simard, Monty Walker, Lael Will ACKNOWLEDGMENT: This project was made possible by fishing license sales and matching Dingell- Johnson/Wallop-Breaux funds available through the Federal Sportfish Restoration Act. Table of Contents I. Introduction ......................................................................................... 1 II. Life History and Ecology ................................................................... 2 III. Management History ......................................................................... 7 IV. Status of Existing Fisheries ............................................................. 13 V. Management of Trout Habitat .......................................................... 17 VI. Management of Wild Trout............................................................. 34 VII. Management of Cultured Trout ..................................................... 37 VIII. Management of Angler Harvest ................................................... 66 IX. Trout Management Plan Goals, Objectives and Strategies .............. 82 X. Summary of Laws and Regulations .................................................. 87 XI. Literature Cited ............................................................................... 92 I. Introduction
    [Show full text]
  • Vtrans TS4 NOI, Question D.1 List of First Waters to Which Designated MS4 Areas Discharge, Impairment Status, and Pollutants for Impaired Waters November 17, 2017
    Notice of Intent (NOI) For Stormwater Discharges from the State Transportation Separate Storm Sewer System (TS4) General Permit 3-9007 Submission of this Notice of Intent (NOI) constitutes notice that the entity in Section A intends to be authorized to discharge pollutants to waters of the State under Vermont’s State Transportation Separate Storm Sewer System (TS4) permit. Submission of the NOI also constitutes notice that the party identified in Section A of this form has read, understands and meets the eligibility conditions; agrees to comply with all applicable terms and conditions; and understands that continued authorization under the TS4 General Permit is contingent on maintaining eligibility for coverage. In order to be granted coverage, all information required on this form must be completed and a complete Stormwater Management Program (SWMP) Plan must be submitted. A. Permittee Information 1a. Mailing Address: 1b. Town: 1c. State: 1d. Zip: 2 . Phone: 3. Email: B. Primary contact responsible for overall coordination of SWMP, if different than PEO 1. Name: 2a. Mailing Address: 2b. Town: 2c. State: 2d. Zip: 3. Phone: 4. Email: 5. Additional Contact Name: 6 . Additional Contact Email: C. Partnering organization responsible for Minimum Control Measure (MCM) implementation (if applicable) 1. If you are participating in the Chittenden County Reginal Planning Commission Memorandum Of Understanding to implement MCM1 & MCM2, check here: If you are relying on another entity to implement a MCM, please complete the following: 2. Organization: 3. Contact Name: 4. Minimum Control Measure being implemented: 5a. Mailing Address 5b. Town: 5c. State: 5d. Zip: 6. Phone: 7. Email: 8.
    [Show full text]
  • Dams in the Passumpsic River Watershed
    Table of Contents General Description of the Passumpsic River Watershed .................................................. 1 Uses, Values, Special Features of the Passumpsic Watershed ......................................... 2 Waterfalls, Cascades, Gorges, and Swimming Holes ..................................................... 2 Significant Natural Communities...................................................................................... 2 Public Lands and Private Conservation Land in the Basin .............................................. 2 Water Quality/Aquatic Habitat Assessment Basinwide ....................................................... 3 Introduction ...................................................................................................................... 3 Overall Assessment of Lake, Pond, River, Stream Uses ................................................ 4 Assessment of Cause and Sources affecting River, Stream, Lake, Pond Uses .............. 5 Passumpsic River up to the Branches and some tributaries ............................................... 7 Description ....................................................................................................................... 7 Sampling Results and Assessment Information .............................................................. 8 River and Stream Assessment Summary ...................................................................... 12 Lakes and Ponds ..........................................................................................................
    [Show full text]
  • Passumpsic Certification Review Report
    APPLICATION REVIEW FOR LOW IMPACT HYDROPOWER INSTITUTE CERTIFICATION of the PASSUMPSIC PROJECT NO. 2400 July 27, 2012 Application Reviewer: Patricia McIlvaine APPLICATION REVIEW FOR LOW IMPACT HYDROPOWER INSTITUTE CERTIFICATION PASSUMPSIC PROJECT - FERC PROJECT NO. 2400 TABLE OF CONTENTS SECTION DESCRIPTION PAGE I INTRODUCTION AND OVERVIEW ............................................. 1 II PROJECT’S GEOGRAPHIC LOCATION....................................... 1 III PROJECT AND IMMMEDIATE SITE CHARACTERISTICS....... 2 IV REGULATORY AND COMPLIANCE STATUS............................ 4 V PUBLIC COMMENTS RECEIVED BY LIHI ................................. 5 VI SUMMARY OF COMPLIANCE WTH CRITERIA AND ISSUES IDENTIFIED ........................................................................ 5 VII GENERAL CONCLUSIONS AND REVIEWER RECOMMENDATION 6 VIII DETAILED CRITERIA REVIEW.................................................... 7 A. Flows ........................................................................ 7 B. Water Quality ........................................................................ 8 C. Fish Passage and Protection.......................................................... 9 D. Watershed Protection.................................................................... 12 E. Threatened and Endangered Species Protection............................ 13 F. Cultural Resource Protection......................................................... 13 G. Recreation ........................................................................ 14 H. Facilities
    [Show full text]
  • INDEX a Acid Neutralizing Capacity, Definition Of...27, 44 Acre
    INDEX 293 A Blackwater River near Webster, NH . 275, 285 Acid neutralizing capacity, definition of. 27, 44 Blue-green algae, definition of . 28 Acre-foot, definition of . 27 Bottom material, definition of . 28 Adenosine triphosphate, definition of . 27 Brandy Brook at Bread Loaf, VT . 279 Adjusted discharge, definition of . 27 Bread Loaf, VT, Brandy Brook at . 279 Albany, NH, ground-water levels in . 238-239 Brentwood, NH, Exeter River at Haigh Road near . 72-73 Algae, Brighton, VT, ground-water levels in. 265 Blue-green, definition of . 28 Bristol, NH, Smith River near . 86-87 Fire, definition of . 32 Bristol, VT, Little Otter Creek Tributary near . 279 Green, definition of . 32 Brownington Branch near Evansville, VT . 281 Algal growth potential, definition of . 27 Brunswick Springs, VT, Paul Stream Tributary near . 276 Alkalinity, definition of . 27 Bryant Brook at Waterbury Center, VT . 280 Ammonoosuc River at Bethlehem Junction, NH . 132-133 Bulk electrical conductivity, definition of . 28 Androscoggin River, Burlington, VT, at Errol, NH . 50 Englesby Brook at . 195-196 near Gorham, NH. 52 Lake Champlain at. 229-230 Annual runoff, definition of . 27 Potash Brook at . 193-194 Annual 7-day minimum, definition of. 27 C Aquifer Campton, NH, ground-water levels in . 246 Confined, definition of. 29 Canadian Geodetic Vertical Datum 1928, definition of . 28 Unconfined, definition of. 43 Cell volume, definition of. 28 Water-table, definition of. 43 Cells/volume, definition of . 29 Aroclor, definition of. 27 Center Rutland, VT, Otter Creek at . 181-182 Artificial substrate, definition of . 27 Cfs-day, definition of . 29 Ash mass, definition of .
    [Show full text]
  • Quechee Gorge State Park Trail System
    Quechee Gorge State Park Trail System North Quechee Main St Ottauquechee River e ag ill V ee ech Dewey’s Qu to 4 Rt Mill to US Pond to Quechee V illage dam r e t n e C e r u t a N S N I V o Dewey’s Mill Rd 4 t Parking Visitor Center to White Ri ver Jct Restrooms Quechee Gorge Picnic area Bridge Wheelchair accessible Quechee Trail Gorge Trail Pets allowed on leash Campground Ottauquechee River y Cliff l n o s r Foot trail e p m shaded areas are private property a d c registere 0 200 400 800 scale in feet rev. 11/06 Variable trail conditions may exist; please use caution. Check with the Quechee Gorge Visitor Center for current conditions. Quechee Gorge Geology Legacy of the Ice Age West of Quechee Village, Vermont, the Ottauquechee River flows eastward within a broad and shallow valley. At Dewey’s Mills, just east of Quechee Village, the river turns abruptly southward and plunges into the narrow, rocky cleft of Quechee Gorge, 165 feet deep and over a mile in length. p re-g lac ia What caused this deep and spectacular natural feature? l O tt a Long before Quechee Gorge was formed, the Ottauquechee River u qu made a more gradual southward bend about a mile east of the present site of echee River the Gorge (Fig. 1). About 100,000 years ago, Earth’s climate cooled dramatically. The massive Laurentide Ice Sheet formed in northern Canada and flowed southward over New England (Fig.
    [Show full text]
  • Samplepalo Ooza 201 4
    Samplepalooza 2014 Compiled by Andrea Donlon & Ryan O’Donnell Connecticut River Watershed Council 0 Samplepalooza 2014 Acknowledgements: CRWC would like thank the following staff people and volunteers who collected samples and/or participated in planning meetings: CRWC staff Peggy Brownell Andrea Donlon David Deen Andrew Fisk Ron Rhodes VT Department of Environmental Conservation Marie Caduto Tim Clear Ben Copans Blaine Hastings Jim Ryan Dan Needham NH Department of Environmental Services Amanda Bridge Barona DiNapoli Tanya Dyson Margaret (Peg) Foss Andrea Hansen David Neils Vicki Quiram Ted Walsh Watershed organizations: Black River Action Team – Kelly Stettner Ottaqueechee River Group – Shawn Kelley Southeast Vermont Watershed Alliance – Phoebe Gooding, Peter Bergstrom, Laurie Callahan, Cris White White River Partnership – Emily Miller CRWC volunteers: Greg Berry Marcey Carver Glenn English Jim Holmes Liberty Foster Paul Friedman Paul Hogan Sean Lawson Mark Lembke Dianne Rochford 1 Samplepalooza 2014 Table of Contents Acknowledgements: ............................................................................................................................................. 1 List of Tables ..................................................................................................................................................... 3 List of Figures .................................................................................................................................................... 3 Introduction .........................................................................................................................................................
    [Show full text]
  • Legacy of a Backcountry Builder
    Legacy of a Backcountry Builder The mission of the Green Mountain Club is to make the Vermont mountains play a larger part in the life of the people by protecting and maintaining the Long Trail System and fostering, through education, the stewardship of Vermont’s hiking trails and mountains. © BRYAN PFEIFFER, WWW.BRYANPFEIFFER.COM PFEIFFER, © BRYAN Quarterly of the River Jewelwing (Calopteryx aequabilis) damselfly Green Mountain Club c o n t e n t s Michael DeBonis, Executive Director Jocelyn Hebert, Long Trail News Editor Summer 2015, Volume 75, No. 2 Richard Andrews, Volunteer Copy Editor Brian P. Graphic Arts, Design Green Mountain Club 4711 Waterbury-Stowe Road 5 / The Visitor Center:Features A Story of Community Waterbury Center, Vermont 05677 By Maureen Davin Phone: (802) 244-7037 Fax: (802) 244-5867 6 / Legacy of a Backcountry Builder: Matt Wels E-mail: [email protected] By Jocelyn Hebert Website: www.greenmountainclub.org The Long Trail News is published by The Green Mountain Club, Inc., a nonprofit organization found- 11 / Where NOBO and SOBO Meet ed in 1910. In a 1971 Joint Resolution, the Vermont By Preston Bristow Legislature designated the Green Mountain Club the “founder, sponsor, defender and protector of the Long Trail System...” 12 / Dragons in the Air Contributions of manuscripts, photos, illustrations, By Elizabeth G. Macalaster and news are welcome from members and nonmem- bers. Copy and advertising deadlines are December 22 for the spring issue; March 22 for summer; June 22 13 / Different Places, Different Vibes: for fall; and September 22 for winter. Caretaking at Camel’s Hump and Stratton Pond The opinions expressed by LTN contributors and By Ben Amsden advertisers are not necessarily those of GMC.
    [Show full text]
  • THE Official Magazine of the OCEANOGRAPHY SOCIETY
    OceThe OFFiciala MaganZineog OF the Oceanographyra Spocietyhy CITATION Dybas, C.L. 2012. Ripple marks—The story behind the story.Oceanography 25(1):8–11, http://dx.doi.org/10.5670/oceanog.2012.31. DOI http://dx.doi.org/10.5670/oceanog.2012.31 COPYRIGHT This article has been published inOceanography , Volume 25, Number 1, a quarterly journal of The Oceanography Society. Copyright 2012 by The Oceanography Society. All rights reserved. USAGE Permission is granted to copy this article for use in teaching and research. Republication, systematic reproduction, or collective redistribution of any portion of this article by photocopy machine, reposting, or other means is permitted only with the approval of The Oceanography Society. Send all correspondence to: [email protected] or The Oceanography Society, PO Box 1931, Rockville, MD 20849-1931, USA. doWnloaded From http://WWW.tos.org/oceanography Ripple Marks The Story Behind the Story BY CHERYL LYN DYbas A River Raged Through It: Through the Lens of Vermont’s In-Sight Photography Project, A Confluence of Art and Science Torrential rains from Hurricane Irene in and Round Mountains. It gathers force of Photography at Vermont’s Marlboro August 2011 closed northeastern US parks from Halladay and Ames Hill Brooks, sluices College. He was recently awarded a and wilderness areas, washed out roads, through West Brattleboro and Brattleboro Guggenheim Fellowship for his contributions swept away homes and businesses, and and—after dropping 380 meters in eleva- to the art world. changed the face of interior New England. tion in just 11 kilometers—empties into Two decades ago, he co-founded In-Sight They also brought people together, from the Connecticut River at a mere 75 meters with Vermont resident Bill Ledger.
    [Show full text]