[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-297033-105":59,"doc-detail-297033-en":131},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":124,"head_meta":126,"extra_data":128,"updated_unix":130},105,"en","supplement-to-facility-plan-for-ultimate-disposal-alternatives-july-1988","Supplement to Facility Plan for Ultimate Disposal Alternatives - July 1988","","Draft supplement report for the Town of Dartmouth, Massachusetts Board of Public Works on ultimate disposal alternatives for effluent from the Dartmouth wastewater treatment plant. The study evaluates available disposal options, analyzes and eliminates all but two alternatives, and provides in-depth feasibility, land availability, environmental impact, and cost comparisons. The Ocean Outfall Study is summarized in Chapter 4, supporting continued use of the existing ocean outfall with increased effluent flow of 4.2 million gallons per day.",{"@graph":69,"@context":123},[70,84,106],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/supplement-to-facility-plan-for-ultimate-disposal-alternatives-july-1988/297033/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/supplement-to-facility-plan-for-ultimate-disposal-alternatives-july-1988/297033.png","ImageObject",300,407,{"name":92,"@type":93},"Valentina","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-11-02","2026-09-18",true,{"@type":102,"interactionType":103,"userInteractionCount":105},"InteractionCounter",{"@type":104},"ViewAction",11,{"@type":107,"mainEntity":108},"FAQPage",[109,115,119],{"name":110,"@type":111,"acceptedAnswer":112},"What is the purpose of this supplement to the facility plan?","Question",{"text":113,"@type":114},"It evaluates ultimate disposal alternatives for effluent from the Dartmouth wastewater treatment plant and provides analysis of feasibility, environmental impacts, and cost comparisons for the remaining options.","Answer",{"name":116,"@type":111,"acceptedAnswer":117},"Which alternatives are considered after elimination?",{"text":118,"@type":114},"The report narrows the options to two alternatives: wetlands application and aquaculture, and ocean disposal (including evaluation of an ocean outfall study).",{"name":120,"@type":111,"acceptedAnswer":121},"What conclusion is recommended regarding ocean disposal?",{"text":122,"@type":114},"The report recommends continuing use of the existing ocean outfall with an increased effluent flow of 4.2 million gallons per day, described as the most cost efficient and environmentally sound solution.","https://schema.org",{"og:url":83,"og:type":125,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":127,"canonical":83},"index,follow",{"doc_id":129,"site_id":62},297033,1790535927,{"code":4,"msg":5,"data":132},{"doc_id":129,"user_id":133,"nickname":92,"user_avatar":134,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":135,"file_id":136,"file_url":137,"file_type":138,"file_size":139,"view_count":105,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":140,"language":141,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":142,"faqs":143,"seo_title":144,"seo_description":67,"update_tm":145,"read_time":146,"preview_page_count":4},13056703020460,"https://ap-avatar.wpscdn.com/avatar/be000253dac470eee5d?_k=1778207105932848923","lLL]Llll[lllijJJnJ  \nTown of Dartmouth,MassachusettsBoard of Public Works  \n# DRAFT\n\nSUPPLEMENT TOFACILITY PLAN FORULTIMATE DISPOSALALTERNATIVES  \nJuly,1988  \nFay,Spofford &Thorndike,Inc.  \nEngineers  \nNATHANIELN.WENTWORTH,JR.MAX D.SOROTAGEORGE M.REECEWALLACE W.READROBERTJ.CATONROBERTT.LONEYNICHOLASJ.PAPPASRODNEY P.PLOURDEEMILEJ.HAMWEYJAMES G.ROURKEWILLIAM J.GLOVER,JR.  \nCONSULTANTS  \nFOZI M.CAHALY  \nRICHARDW.ALBRECHT  \nBoard of Public Works759 Russells Mills RoadSouth Dartmouth,MA 02748  \nGentlemen:  \nFAY,SPOFFORD&THORNDIKE,INC.ENGINEERS  \n191 SPRING STREET,P.O.BOx 802LEXINGTON,MASSACHUSETTS 02173(617)863-8300  \nAttention:  Mr.Alan B.Mercer,Sr.,Chairman  \nSubject:Dartmouth,Massachusetts  \n# Supplement to Facility Plan forUltimate Disposal Alternatives\n\nWe are pleased to submit this draft of the subject reportwhich addresses the alternatives available for the ultimatedisposal of effluent from the Dartmouth wastewater treatmentplant.  This report is a supplement to the January 1988 Step 1-Facility Plan for Expansion of Wastewater Treatment Facilityand Collection System.  Included herein is a description,discussion,and evaluation of the available ultimate disposaloptions,followed by the preliminary analysis and eliminationof all but two alternatives.  These two alternatives--1andapplication and ocean disposal--are given indepth considerationwith regard to feasibility,availability of suitable land,environmental impacts,and cost comparisons.  \nAn Ocean Outfall Study performed by our subconsultant,Jason M.Cortell and Associates,Inc.,is found in Appendix Iof this report.  The summary and conclusions of the OceanOutfall Study constitute Chapter 4 of the main body of thisreport.  Based on the results of our studies,we recommend thecontinued use of the existing ocean outfall with an increasedeffluent flow of 4.2 million gallons per day.  This alternativeis the most cost efficient and environmentaily sound solutionfor effluent disposal.  Other reasons for our recommendationare detailed within the text.  \nJuly 13,1988  \nBoard of Public WorksJuly 13,1988page 2  \n## ACKNOWLEDGEMENTS\n\nWe wish to express our sincere appreciation to the Board ofPublic Works and to the Town officials for their efforts andcooperation,especially to Mr.Manuel Branco,Superintendent ofthe Department of Public Works,and Mrs.Phyllis Pettengill,secretary for the Department of Public Works.  \nThis report was authored by Carolyn J.Loomis,an engineeron staff,under supervision of the undersigned.  We will behappy to review this report and to discuss the recommendationswith the Board of Public Works at its convenience.  \nVery truly yours,  \nFAY,SPOFFORD &THORNDIKE,INC.By  \n aeeaee乙ea  \nWallace W.ReedSenior Vice President  \nDartmouth,Massachusetts  \n## SUPPLEMENT TO\n\nFACILITY PLAN  \nFOR  \n## ULTIMATE DISPOSAL\n\nALTERNATIVES  \nJuly 1988  \nFay,Spofford &Thorndike,Inc.EngineersLexington,Massachusetts  \n## TABLE OF CONTENTS\n\nPage  \nLIST OF TABLESivLIST OF FIGURESVSUMMARY,CONCLUSIONS AND RECOMMENDATIONS1REPORT  \n## CHAPTER l-INTRODUCTION\n\n1-l  \nA.Study Purpose and Scope1-1  \nB.Planning Area1-4  \nC.Effluent Limitations1-4CHAPTER 2 -ULTIMATE DISPOSAL ALTERNATIVES2-1  \nA.Available Ultimate Disposal Alternativesfor Wastewater2-1Wetlands Application and Aquaculture2-1Lake Discharge2-2River Discharge2-3Estuary Discharge2-5Reuse of Water2-6Land Application2-9Ocean Disposal2-9  \nB.Elimination of Alternatives2-1lCHAPTER 3-LAND APPLICATION3-1  \nA.Land Application Alternatives to be Studied3-1Slow Rate Irrigation3-1Rapid Infiltration3-5Overland Flow3-7  \nTABLE OF CONTENTS (Continued)  \n## CHAPTER 3-LAND APPLICATION(Continued)\n\nB.Minimum of Secondary Treatment RequiredBefore Land Application in Dartmouth  \n3-9  \nC.Land Application Design Parameters3-10  \nD.Elimination of Overland Flow as an UltimateDisposal Alternative3-18  \nE.Preliminary Analysis of Slow Rate  \nIrrigation and Rapid Infiltration LandApplication Sites3-24  \nF.Elimination of Rapid Infiltration andSlow-Rate Irrigation in Sites ","cbCaislIlqBatqR6","https://ap.wps.com/l/cbCaislIlqBatqR6","pdf",6711918,188,"English","# Acknowledgements\n# Supplement to Facility Plan\n## Ultimate Disposal Alternatives\n# Chapter 1 - Introduction\n## Study Purpose and Scope\n## Planning Area\n## Effluent Limitations\n# Chapter 2 - Ultimate Disposal Alternatives\n## Available Ultimate Disposal Alternatives for Wastewater\n## Elimination of Alternatives\n# Chapter 3 - Land Application\n## Land Application Alternatives to be Studied\n## Minimum of Secondary Treatment Required Before Land Application in Dartmouth\n## Land Application Design Parameters\n## Elimination of Overland Flow as an Ultimate Disposal Alternative\n## Preliminary Analysis of Slow Rate Irrigation and Rapid Infiltration Land Application Sites\n## Preferred Land Application Alternative and Preferred Site\n# Chapter 4 - Ocean Outfall Study\n## Summary\n## Conclusions\n# Chapter 5 - Cost Comparisons\n# Chapter 6 - Recommended Plan\n## Land Application vs Ocean Outfall\n## Recommended Plan for Ultimate Disposal\n# Chapter 7 - Implementation\n## Institutional Responsibilities\n## Financial Requirements\n## Implementation Schedule\n# Appendices","[{\"question\":\"What is the purpose of this supplement to the facility plan?\",\"answer\":\"It evaluates ultimate disposal alternatives for effluent from the Dartmouth wastewater treatment plant and provides analysis of feasibility, environmental impacts, and cost comparisons for the remaining options.\"},{\"question\":\"Which alternatives are considered after elimination?\",\"answer\":\"The report narrows the options to two alternatives: wetlands application and aquaculture, and ocean disposal (including evaluation of an ocean outfall study).\"},{\"question\":\"What conclusion is recommended regarding ocean disposal?\",\"answer\":\"The report recommends continuing use of the existing ocean outfall with an increased effluent flow of 4.2 million gallons per day, described as the most cost efficient and environmentally sound solution.\"}]","Supplement to Facility Plan for Ultimate Disposal Alternatives - July 1988 | PDF",1789739747,474]