Similar documents
TENNESSEE GAS PIPELINE COMPANY, L.L.C.

CHECKLIST FOR PHASE II DRAINAGE REPORT

MANUAL OF DESIGN, INSTALLATION, AND MAINTENANCE REQUIREMENTS FOR STORMWATER MANAGEMENT PLANS

STORMWATER REPORT FOR WALMART SUPERCENTER STORE # SIOUX FALLS, LINCOLN COUNTY, SOUTH DAKOTA BFA PROJECT NO

NAPA COUNTY PUBLIC WORKS Standards & Specifications

Pollutant Removal Benefits

STAFFORD TRACT NORTH OF US90A 1.0 INTRODUCTION 1.1 OBJECTIVE

Attachment 2: Permeable Pavement Design Guidelines

BRISBANE BAYLANDS INFRASTRUCTURE PLAN FEBRUARY 2011 APPENDIX O DRAFT

26 Attachment 2. Township of New Britain APPENDIX B STORMWATER MANAGEMENT DESIGN CRITERIA

FLAGSTAFF FAMILY FOOD BANK Erik Henricksen, Elena Smith, Garrett Ribas, and Meshal Alotaibi Client: Joshua Spears TA: Dr.

Modeling Rain Garden LID Impacts on Sewer Overflows

Draft Rhode Island Stormwater Design and Installation Standards Manual

Washington County, Maryland Division of Public Works Policy Manual

Bioretention cell schematic key

PCE PRELIMINARY DRAINAGE ANALYSIS REPORT FOR WESTWOOD MIXED USE NEIGHBORHOOD PROJECT 772 NORTH FOREST ROAD TOWN OF AMHERST, ERIE COUNTY, NEW YORK

Chapter 1 GENERAL SOUTH DAKOTA DRAINAGE MANUAL

APPENDIX B. Hydrologic and Hydraulic Analysis

Appendix K. Stormwater Management Plan

South Bismarck Watershed Model Update and Stormwater Improvement Project

Chapter 4 - Preparation of Stormwater Site Plans

Erosion & Sediment Control Plan Application Form & Checklist

2I-5 Bioswales (Numbering pending)

PRELIMINARY DRAINAGE REPORT LATHAM 200 MMSCFD GAS PROCESSING PLANT

October 7, City of Thornton 9500 Civic Center Drive Thornton, CO (303) RE: Maverik Thornton, CO - Drainage Report

ARIZONA WATER COMPANY

New Development Stormwater Guidelines

ARTICLE III COMBINED SEWERS

City of Waco Stormwater Management Regulations

DRAINAGE CALCULATIONS

Table of Contents. Preface... xv

A. Regional Detention Requirements

City of Richmond. Engineering Design Specifications

Post Construction BMPs

URWH at various scales

Going Green with the NYS Stormwater Design Standards

User s Guide for the BMP Sizing Tool. Revised December 2017

NPDES - PCSM. Permit Preparation

Baltimore, MD Lt. Gov. Boyd Rutherford

Table 4.7.1: Swales Potential Application and Storm Water Regulation

Interpreting and Using the RI Site Specific Soil Mapping Standards and Procedures

WQ-23 MOUNTAINOUS AND STEEP SLOPE SITES

Three Rivers Park District Administration Center Rain Garden

Figure 1 Cypress Street Study Area Location Map

Predicting Design Storm Runoff for the Six Mile Creek Watershed: Effects of the Potential Sprawl-Is-Us, Inc. Development


Lincoln 270. City of Lincoln. Stormwater Management Plan. April 2, 2013

Drainage Control Plans

ENVISIONING THE POSSIBILITIES OF A DIGITAL CITY: A CASE STUDY OF RAIN GARDENS AS FLOOD CONTROL IN AUSTIN, TEXAS CE 394K FALL 2011 PROF.

HOUSEKEEPING COVER SHEET

Beyond Runoff Reduction: Thorough Green Infrastructure Design. Zach Sample, PE Innovyze

County Council Of Howard County, Maryland

Evaluating Low Impact Development Practices for Stormwater Management on an Industrial Site in Mississippi

Successful Green Infrastructure Planning: A Micro-Scale Modeling and Field Investigation Approach

4.6. Low Impact and Retentive Grading

Article 20 Stormwater Management

Selecting Appropriate Stormwater Control Measures for Your Development Project

Permeable Pavement Systems

When planning stormwater management facilities, the following principles shall be applied where possible.

APPENDIX APPENDIX 6 STORMWATER MANAGEMENT REPORT

STORMWATER DEVELOPMENT MANUAL CITY OF HUNTINGTON

Stormwater Retrofitting: The Art of Opportunity. Presented by the Center for Watershed Protection

Appendix I. Checklists

3. Are there any projects exempt from the definition of Regulated Projects?

CHAPTER 102 REQUIREMENTS CRITCAL STAGES DURING CONSTRUCTION ACTIVITIES

HEALTH SCIENCES BUILDING REDEVELOPMENT PROJECT

General Technical Guidance for Treatment Measures

Managing Stormwater within the Road Right-of-Way: An Urban NAI Approach

CHAPTER 9 STORM DRAINAGE. Minimum Requirements for New Development and Redevelopment

Section 3 Non-Structural BMPs

4. Contractor (and subcontractors if applicable) certification statement(s)

Design Considerations for Open Channel and Detention Pond Design. Howard Redfearn, City of Mansfield

Appendix 6-A. Site Plan Preparation and Submission as Part of the Land Development Process

Urban Stormwater Management. Rebecca Leonardson Rui Teles Brooke Ray Smith

Table of Contents G.1.a Water Resources - Surface Water - Drainage

MARYLAND DEPARTMENT OF THE ENVIRONMENT SWM GUIDELINES FOR STATE AND FEDERAL PROJECTS. 1.0 Purpose and Authority Incorporation by Reference

Outfall Flow Analysis for the Oswego Canal and Blue Heron Canal

6.1. INTRODUCTION 6.2. EXISTING CONDITIONS

Key elements : Filter Strips must be designed within parameters required by the Fort Wayne s Development Standards/Criteria Manual.

Shelbyville, KY Stormwater Best Management Practices. Section 2 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

MASTER DEVELOPMENT DRAINAGE PLAN FOR MONUMENT HEIGHTS

Part 4: CRS Stormwater Management Activity (450) and Urban Flooding Best Practices

Albert R. Jarrett. Annual and Individual-Storm Green Roof Stormwater Response Models

STORMWATER MANAGEMENT PLAN: ERAND GARDENS X70

Preliminary Sediment & Stormwater Management Plan Review Checklist DATE RECEIVED: PROJECT NUMBER: PROJECT NAME:

General Technical Guidance for Treatment Measures

Donald Carpenter, Ph.D. Laura Hallam Lawrence Technological University June 23, 2008 MWEA Annual Conference Watershed Session

LID IN REGION 6 HOUSTON AREA FOCUS. Steve Albert, P.E., CFM Senior Project Manager Sherwood Design Engineers

IMPLEMENTING STORMWATER MANAGEMENT REQUIREMENTS FOR DEVELOPMENT

Brian Friedlich, PE. Jeremiah Bergstrom, LLA

Gloucester County PLAN SUBMITTER'S CHECKLIST

GIS-Enabled Rain Garden Design: A Case Study in Austin, Texas. GIS in Water Resources (C E 394K-3) Clint Smith, E.I.T.

STORMWATER MANAGEMENT ORDINANCE

PHASE III DRAINAGE REPORT

Stormwater Fee Credit Manual

Severn River Sub-Watershed: BMP 09-Retrofit

NAI Principles In Gwinnett County

C.3 STORMWATER TECHNICAL GUIDANCE. Table of Contents. Glossary... viii. Chapter 1 Introduction/How to Use this Handbook

Model Stormwater Control Ordinance for Municipalities

General Technical Guidance for Treatment Measures

Transcription:

PSLS Surveyors' Conference Workshop Information Form Workshop Number: (leave blank if unknown) Hours: Workshop Title: Workshop Description: Suggested Speaker(s), affiliation/contact information 1. 2. 3. Course Objectives: 1. 2. 3. 4. 5. Anticipated Learning Outcomes: Participant will 1. 2. 3. 4. 5.

PSLS Surveyor s Conference Workshop Information Form Workshop Number: Hours: 3.5 Workshop Description: Stormwater Review Part 1: Stormwater Hydraulics. This workshop covers basic hydraulics for stormwater management design. The following topics are covered: flow rate, conservation of mass, continuity, basic energy methods, Manning s equation, channel flow analysis, channel sizing, gravity flow pipe sizing, hydraulic elements chart for pipe flow, orifice equation, weir equation and multiple stage outlet structure rating curves. Participants will need a calculator for calculations and a small straight edge for reading charts. Suggested Speakers: 1. Tom Seybert 2. Andy Bennett Course Objectives: 1. Flow rate and conservation of mass 2. Basic energy concepts 3. Manning s equation for open channels 4. Hydraulic elements chart 5. Orifice and weir equations 6. Multi-stage outlet structure flow analysis Anticipated Learning Outcomes: 1. Understand the basic concept of conservation of mass and energy in stormwater analysis and design. 2. Use Manning s equation to analyze and size channels and pipes flowing partially full. 3. Use the hydraulic elements chart for circular pipes to determine flow area, depth and velocity design conditions. 4. Analyze a multi-stage outlet structure using orifice and weir flow equations.

PSLS Surveyor s Conference Workshop Information Form Workshop Number: Hours: 3.5 Workshop Description: Stormwater Review Part 2: Watersheds-Rainfall-CN. This workshop begins with the presentation of basic watershed characteristics as they relate to stormwater runoff calculations. Specific characteristics to be discussed include drainage area, watershed length, surface slope, hydrologic soil groups and land use/land cover. These topics will be followed by identifying rainfall data sources for Pennsylvania and nationally. The rainfall presentation will be followed by a presentation of the NRCS CN method for estimating surface runoff volumes. Participants will need a calculator for calculations and small straight edge for reading charts. Participants should be completely familiar with the topics covered in the Stormwater Review for Licensure Part 1 workshop before taking this workshop. Suggested Speakers: 1. Tom Seybert 2. Andy Bennett Course Objectives: 1. Rainfall characteristics and sources 2. Watershed characteristics 3. Runoff estimation using the NRCS CN method 4. Extreme event runoff calculations 5. Small event runoff calculations Anticipated Learning Outcomes: 1. Select a design rainfall based upon storm duration and frequency. 2. Delineate a watershed area and flow path. 3. Categorize soils, land use and land cover for a drainage area. 4. Compute runoff volumes for rainfall events using the NRCS CN method.

PSLS Surveyor s Conference Workshop Information Form Workshop Number: Hours: 3.5 Workshop Description: Stormwater Review Part 3: Travel Time-Hydrographs-Detention Storage. This workshop begins with the presentation of travel time methods and the concept of watershed time of concentration. The NRCS average velocity methods will be presented to analyze sheet flow, swale flow and channel flow. This topic will be followed with a discussion of two hydrograph methods namely the NRCS tabular hydrograph method of TR-55 (1986) and the NRCS unit hydrograph method as developed through the computer program WIN TR-55 (2009). Predevelopment and post development hydrographs will be investigated. Detention storage estimates to control post-development runoff will be presented using the NRCS TR-55 (1986) method and the CN difference method. Participants will need a calculator for calculations and small straight edge for reading charts. Participants should be completely familiar with the topics covered in the Stormwater Review for Licensure Part 2 workshop before taking this workshop. Suggested Speakers: 1. Tom Seybert 2. Andy Bennett Course Objectives: 1. Travel time and time of concentration 2. Sheet, swale and channel flow types 3. Segmental method for time of concentration 4. NRCS tabular hydrograph method 5. Detention storage estimates using CN difference and TR-55 Chapter 6. Anticipated Learning Outcomes: 1. Compute the time of concentration of drainage areas using the NRCS segmental method. 2. Compute design hydrographs for small to medium size drainage areas. 3. Estimate the detention storage requirements to manage post-development runoff to pre-development runoff conditions.

PSLS Surveyor s Conference Workshop Information Form Workshop Number: Hours: 3.5 Workshop Description: Stormwater Review Part 4: Rational Formula-Sedimentation Basin Sizing-Outlet Protection. The workshop addresses the Rational formula for peak flow estimates. Specifically the elements of units, drainage area, land use, land cover, Rational C coefficient, time of concentration and rainfall intensity selection will be addressed. This topic will be followed by the sizing of sedimentation basins and outlet pipe protection design as prescribed by the Pennsylvania Department of Environmental Protection E&S manual. Participants will need a calculator for calculations and small straight edge for reading charts. Participants should be completely familiar with the topics covered in the Stormwater Review for Licensure Part 3 workshop before taking this workshop. Suggested Speakers: 1. Tom Seybert 2. Andy Bennett Course Objectives: 1. Rational formula for peak flow 2. Sizing of sedimentation basins in Pennsylvania 3. Outlet protection design in Pennsylvania Anticipated Learning Outcomes: 1. Estimate peak flow rates from a small watershed using the Rational formula. 2. Compute the storage volume requirements for a sedimentation basin. 3. Design outlet protection for a pipe outfall.