Cover PageDisclaimerRelease FormLetter of TransmittalExecutive SummaryTable of ContentsReport Body1. IntroductionFig 1 : Site LocationFig 2 : TX crossing2. Design Requirements2.1 Project Constraints2.2 Project Deliverables3. Project Approach4. Engineering Analysis and Design4.1 Site AssessmentFig 3 : Course LayoutLink to Appendix A - Site Assessment and Photographs4.2 MappingLink to Appendix B - Site Mapping4.3 Geotechnical AnalysisLink to Appendix C - Soil and Geotechnical Analysis4.4 Hydrologic InvestigationTbl 1 : Channel Geometry and Flow SummaryLink to Appendix D - Hydrologic Investigation4.5 Surface Runoff DesignTbl 2 : Design Swale SummaryFig 4 : Proposed SwalesLink to Appendix E - Surface Runoff Design4.6 Subsurface Drainage SystemFig 5 : Subsurface Tile Bed DesignLink to Appendix F - Subsurface Drainage Design4.7 Pond and Wetland DesignLink to Appendix G - Pond/Wetland Creation4.8 Texas Crossing ImprovementsFig 6 : Concrete Fill DesignTbl 3 : TX crossing Cost SummaryLink to Appendix H - Texas Crossing Improvements5. Final RecommendationsTbl 3 : 10 Year Construction Plan6. ConclusionsAppendix A - Site Assessment and PhotographsDrain Tile LocationsFig A-1 : Course LayoutIrrigation SystemTexas CrossingsFig A-2 : TX crossing locationsFig A-3 : TX crossingFig A-4: TX crossing after rain eventFig A-5 : Bridge on TX crossingBroken Drain TilesFig A-6 : Sinkhole ExampleMain Drainage ChannelFig A-7 : Main ChannelFig A-8 : Standing WaterAdditional Drainage ProblemsFig A-9 : Standing WaterFig A-10 : Poorly Graded SwalesAppendix B - Site MappingDwg B-1 : Tiles, Holes, & IrrigationDwg B-2 : SoilsDwg B-3 : HydrologyFig B-1 : Aerial Photograph (1985)Fig B-2 : USGS Topo Map (1998)Fig B-3 : Detailed Topo MapAppendix C - Soil and Geotechnical AnalysisSoils InformationFig C-1 : Standing WaterFig C-2 : Bedded drain tileSoil TestsDwg C-1 : SoilsSoil DataTbl C-1 : Soil Sample DataDwg C-1 : SoilsTbl C-2 : Hydrometer AnalysisAppendix D - Hydrologic InvestigationFig D-1 : Delineated WatershedDwg D-1 : HydrologyTbl D-1 : Rational Method Flow CalculationsNW Area CalcsNW Area Exit CalcsNE Area CalcsNE Area Exit CalcsSE Area CalcsFig D-3 : Indiana DNR IDF CurveTbl D-2 : Flowmaster WorksheetsNW Area WorksheetNW Area Exit WorksheetNE Area WorksheetNE Area Exit WorksheetSE Area WorksheetTbl D-3 : Channel Geometry SummaryAppendix E - Surface Runoff DesignDesign MethodTbl E-1 : Area vs. FlowFig E-1 : Area vs. Flow RegressionSwale DescriptionsDesign Swale #1Design Swale #2Design Swale #3Design Swale #4Construction CostsTbl E-2 : Equipment and Crew CostsTbl E-3 : Design Swale SummariesDesign TablesSwale DrawingsDwg E-1 : Swale #1Dwg E-2 : Swale #2Dwg E-3 : Swale #3Dwg E-4 : Swale #4Tbl E-4 : Design TablesTbl E-4 WorksheetsSwale #1 WorksheetSwale #2 Part 1 WorksheetSwale #2 Part 2 WorksheetSwale #3 Part 1 WorksheetSwale #3 Part 2 WorksheetSwale #4 Part 1 WorksheetSwale #4 Part 2 WorksheetTbl E-4 FlowmasterSwale #1 FlowmasterSwale #2 Part 2 FlowmasterSwale #2 Part 2 FlowmasterSwale #3 Part 1 FlowmasterSwale #3 Part 2 FlowmasterSwale #4 Part 1 FlowmasterSwale #4 Part 2 FlowmasterAppendix F - Subsurface Drainage DesignDwg F-1 : New Drain TilesTbl F-1 : Underdrain PropertiesFig F-1 : Underdrain Cross-sectionTbl F-2 : GSA on Native SoilTbl F-3 : Area Calculations, Pay ItemsTbl F-4 : Cost AnalysisAppendix G - Pond/Wetland CreationIntroductionPondDwg G-1 : Pond DesignWetlandDwg G-2 : Wetland DesignFig G-1 : Spillway Cross-sectionFig G-2 : Spillway (downstream view)DesignFig G-3 : Schueler Weland DesignsCost AnalysisTbl G-1 : Construction CostsAppendix H - Texas Crossing ImprovementsCustom Timber Bridge DesignDwg H-1 : Timber Bridge Section ViewDwg H-2 : Timber Bridge Plan/Profile ViewSample CalculationsDecking DesignMain Support BeamAbutment ProvisionsFig H-1 : Concrete Abutment ExampleSupport PolesFig H-2 : Design Tributary AreaPole DepthsCulvert DesignCulvert Sizing CalculationsConcrete FillFig H-3 : Concrete Fill DiagramCosts for Design AlternativesTable H-2 : Cost ComparisonForest Park Golf Course Brazil, Indiana Drainage Improvements and Master Plan Final Report May, 2003 Danny Hunt, Project Manager CM 1964 5500 Wabash Ave Terre Haute, IN 47803DISCLAIMER The contents of this report were prepared by senior civil engineering students in the design and synthesis class of Rose-Hulman Institute of Technology. FORE! Engineering is a fictitious company created by seniors Aaron Burke, Daniel Hunt, Walter Flood, and Kevin O’Gorman for the purpose of this class. We feel confident in our work as students, however you should be aware that we are not registered professional engineers. All material presented herein should be reviewed and approved by a professional engineer prior to construction.RELEASE Forest Park Golf Course agrees to have this design project entitled “Drainage Improvements and Master Plan,” reviewed and approved by professional, licensed engineer(s) prior to any and/or all actual implementation or use. In the event this design project is implemented or used in any manner by the Forest Park Golf Course, then in consideration of the benefit to be derived by the Forest Park Golf Course from this design project, the Forest Park Golf Course acknowledges that said use and/or implementation has inherent risks and dangers of injury to person or property. The Forest Park Golf Course elects knowingly and voluntarily to assume and/or incur all risks of loss, damage or injury of whatever kind, including death, that may be sustained or suffered by the Forest Park Golf Course from the implementation or use of this design project, and whether or not the result in whole or in part of acts or omissions, negligence or other unintentional fault of Rose-Hulman Institute of Technology, its officers, directors, agents, employees, servants, faculty, staff and students (hereafter, "Rose-Hulman"). The Forest Park Golf Course agrees to indemnify, defend and hold harmless Rose-Hulman from and against any and all liabilities, claims, demands, causes of action and loss (including reasonable attorney's fees) which may be brought or imposed on or incurred by Rose-Hulman, arising from any negligence or other act or omission by the Forest Park Golf Course alleged to have caused in whole or in part any injury to any person or property during the implementation or use of this design project. This Release shall be binding on the heirs, assigns, beneficiaries, and personal representatives of the Forest Park Golf