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The submission lists municipal and district contacts, scope of work, and an estimated budget covering engineering, permitting, bid documents, and construction inspection. It outlines the problem and cause as related to high water and storm events moving or washing away bank material over time.",{"@graph":63,"@context":110},[64,80,101],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":36,"@type":70,"position":76},"https://docshare.wps.com/template/forms/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/fy-2022-municipal-highway-grant-application-riverbank-slides-repair/191345/",4,{"url":78,"name":59,"@type":81,"image":82,"author":87,"headline":59,"publisher":90,"fileFormat":93,"inLanguage":57,"description":61,"dateModified":94,"datePublished":95,"encodingFormat":93,"isAccessibleForFree":96,"interactionStatistic":97},"DigitalDocument",{"url":83,"@type":84,"width":85,"height":86},"https://docshare.wps.com/thumbnails/fy-2022-municipal-highway-grant-application-riverbank-slides-repair/191345.png","ImageObject",442,249,{"name":88,"@type":89},"supergirl","Person",{"url":68,"name":91,"@type":92},"DocShare","Organization","application/pdf","2026-10-03","2026-09-03",true,{"@type":98,"interactionType":99,"userInteractionCount":47},"InteractionCounter",{"@type":100},"ViewAction",{"@type":102,"mainEntity":103},"FAQPage",[104],{"name":105,"@type":106,"acceptedAnswer":107},"What work is proposed under the grant scope?","Question",{"text":108,"@type":109},"The plan proposes hiring an environmental engineer to design stabilization measures, prepare permit documents and construction specifications, secure required VT Stream Alteration, federal Corps permits, and local floodplain permits, then support bidding and construction inspection with compliance certifications.","Answer","https://schema.org",{"og:url":78,"og:type":112,"og:title":59,"og:site_name":91,"og:description":61},"article",{"robots":114,"canonical":78},"index,follow",{"doc_id":116,"site_id":56},191345,1788408146,{"code":4,"msg":5,"data":119},{"doc_id":116,"user_id":120,"nickname":88,"user_avatar":121,"doc_module":9,"category_id":35,"category_name":36,"doc_title":59,"doc_description":61,"doc_content":122,"file_id":123,"file_url":124,"file_type":125,"file_size":126,"view_count":47,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":127,"language":128,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":129,"faqs":130,"seo_title":131,"seo_description":61,"update_tm":117,"read_time":76},962088121634,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| |  |\n| --- | --- |\n|  FY 2022 Municipal Highway Grant Application  |  |\n| \u003Cbr>APPLYING FOR: ✔ Structures Class 2 Roadway Emergency |  |\n| MUNICIPALITY: Bristol MUNICIPAL CONTACT (name): Valerie Capels |  |\n| MAILING ADDRESS: P.O. Box 249, 1 South Street, Bristol, VT 05443 |  |\n| Phone: (802) 453-2410 E-Mail: [townadmin@bristolvt.org](townadmin@bristolvt.org) |  |\n| ACCOUNTING SYSTEM: Automated Manual ✔ Combination |  |\n| DUNS \\#: 805663796 Grantee FY End Month (mm format): 06 |  |\n| DISTRICT CONTACT (name): Ashely Bishop |  |\n| Phone: (802) 655-1580 | E-Mail: [ashley.bishop@vermont.gov](ashley.bishop@vermont.gov) |\n| SCOPE OF WORK TO BE PERFORMED BY GRANTEE |  |\n| Location of Work. The work described below involves the following town highway / structure: TH\\#   ,(Name)  which is a class   town highway.\u003Cbr>Bridge \\#  , which crosses   Culvert \\#   , for which the original size was   and the replacement size is   Causeway:   Retaining Wall:   Latitude: see below Longitude: see below MM (If Available):\u003Cbr>3\u003Cbr>Lincoln Road\u003Cbr>2 |  |\n| Problem:\u003Cbr>There are two riverbank slides on Lincoln Road along the New Haven River. The first occurred five or six years ago when high water took out rocks from below. The rest fell from above over time. This is approximately the same dimension as the second slide, but deeper. The second slide probably occurred during the Halloween 2019 storm According to Stream Alteration Engineer Jaron Borg \"[t]he dimensions of |  |\n| Reason For Problem:\u003Cbr>High water and storm events have moved or washed away the tow of the bank, causing the bank to continue to slide and fall over time. |  |\n| Proposed Scope of Work:\u003Cbr>An environmental engineer would be hired to design a plan to stabilize the riverbank, prepare the permit documents, prepare construction specifications, etc. The engineer would assist the Town in securing the necessary VT Stream Alteration Permit, federal Corps of Engineers permit, and local floodplain permit. The project would then be put out to bid for construction. The engineer would provide construction inspection services and prepare the necessary certifications of compliance. |  |\n| Detailed Cost Estimate (below or attached):\u003Cbr>Engineering: $ 33,750\u003Cbr>Permitting: $ 3,500\u003Cbr>Bid documents: $ 3,500\u003Cbr>Construction inspection: $11,250 |  |\n| Estimated Project Amount: $ 300,000 .00 Estimated Completion Date: 10/31/2021 |  |\n\n\n| Municipality has adopted Codes & Standards that meet or exceed the State approved template? |  |  |  |  | \u003Cbr>✔ | YES |  | NO |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| Municipality has a current Network Inventory?\u003Cbr>✔ YES\u003Cbr>NO |  |  |  |  |  |  |  |  |\n| Municipality MUST complete the following environmental resource checklist: |  |  |  |  |  |  |  |  |\n| EXISTING STRUCTURES: (check all that apply) |  |  |  |  |  |  |  |  |\n|  | Steel Tube Culvert |  |  | Concrete Box Culvert |  |  |  |  |\n|  | Stone Culvert |  |  | Concrete Bridge |  |  |  |  |\n|  | Ditch |  |  | Rolled Beam/Plate Girder Bridge |  |  |  |  |\n|  Metal Truss Bridge |  |  |  | Wooden Covered Bridge |  |  |  |  |\n|  There are foundation remains, mill ruins, stone walls or other |  | Masonry Structure |  |  |  |  |  |  |\n|  | Stone Abutments or Piers |  |  | Buildings (over 50 yrs old) within 300 feet of work |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n| Other: Stone-lined riverbank |  |  |  |  |  |  |  |  |\n| PROJECT DESCRIPTION: (check all that apply) |  |  |  |  |  |  |  |  |\n|  The project involves engineering / planning only |  |  The project consists of repaving existing paved surfaces only |  |  |  |  |  |  |\n|  The project consists of reestablishing existing ditches only within existing footprint |  |  All work will be done from the existing road or shoulder |  |  |  |  |  |  |\n|  | The structure is being replaced on existing | ✔ There will be excavation within 300 feet of a river or stream |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |\n| locatio","cbCaihVXqKBt4g7h","https://ap.wps.com/l/cbCaihVXqKBt4g7h","pdf",2130325,9,"English","# Grant application overview\n## Applying for Structures Class 2 Roadway Emergency\n# Project scope and justification\n## Problem and reason for problem\n## Proposed scope of work\n## Detailed cost estimate and completion date\n# Environmental resource checklist\n## Existing structures\n## Project description selections\n# Location and supporting map information","[{\"question\":\"What work is proposed under the grant scope?\",\"answer\":\"The plan proposes hiring an environmental engineer to design stabilization measures, prepare permit documents and construction specifications, secure required VT Stream Alteration, federal Corps permits, and local floodplain permits, then support bidding and construction inspection with compliance certifications.\"}]","FY 2022 Municipal Highway Grant Application - Riverbank Slides Repair | PDF"]