Bridge Design Manual LRFD, M 23-50 provides guidance to WSDOT bridge design engineers on the design criteria, analysis methods, and detailing procedures for the preparation of highway bridge and structure construction plans, specifications, and estimates.
Construction Manual, M 41-01 provides department construction engineering personnel instruction for fulfilling the objectives, procedures, and methods for construction administration of Washington State transportation projects.
Design-Build Manual, M 3126 provides detailed guidance to WSDOT staff on policies, processes, and procedures specific to design-build and to support consistent and cost-effective design-build project delivery.
Design Manual, M 22-01 provides policies, procedures, and methods for developing and documenting the design of improvements to the transportation network in Washington. It has been developed for state facilities and may not be appropriate for all county roads or city streets that are not state highways.
Design Manual, M 22-01, Chapter 800 Hydraulic Design (PDF 329KB) is intended to serve as a guide to highway designers so they can identify and consider hydraulic-related factors that impact the design.
Electronic Engineering Data Standards Manual, M 3028 defines standards and procedures for preparing, delivering, and archiving electronic engineering data created for WSDOT during survey, design, and PS&E phases of highway projects. These standards apply to projects delivered by department staff and consulting firms unless otherwise approved by the WSDOT Project Development Engineer.
Environmental Manual, M 31-11 is a compilation of environmental policies and processes that is to be used as a guidance resource for WSDOT and its environmental consultants. It outlines WSDOT’s legal requirements related to environmental, cultural, historic, and social resources and is a keystone of WSDOT’s environmental compliance strategy.
Geotechnical Design Manual, M 46-03 focuses on geotechnical design, construction, and maintenance to ensure that the soil or rock beneath the ground surface can support the loads and conditions placed on it by transportation facilities.
Highway Runoff Manual, M 31-16 (HRM) provides guidance to direct the planning and design of stormwater management facilities for existing and new Washington State highways, rest areas, park-and-ride lots, ferry terminals, and highway maintenance facilities throughout the state. The HRM establishes minimum requirements and provides uniform technical guidance.
Hydraulics Manual, M 23-03 provides policy for designing hydraulic features related to Washington State Department of Transportation (WSDOT) roadways including hydrology, culverts, open-channel flow, drainage collection and conveyance systems, water crossings, and pipe materials. These hydraulic features maintain safe driving conditions and protect the roadway from surface and subsurface water.
When a project needs a design deviation from the requirements in the WSDOT Hydraulics Manual, the Hydraulics Manual Deviation template (DOCX 49KB) should be used. It requires the approval of both the Region Hydraulics Engineer and the State Hydraulic Engineer.
Local Agency Guidelines (LAG), M 36-63 provides local agencies with statewide policies and standards to follow when using Federal Highway Administration (FHWA) funds for transportation projects.
Maintenance Manual, M 51-01 provides uniform operating procedures and performance guidelines for maintaining the highway system in Washington State.
Plans Preparation Manual, M 22-31 provides instructions and guidance for the preparation of right of way plans, contract plans, special provisions, and estimate packages for highway construction projects. It also provides the standards used in the preparation of these plans using Computer Aided Drafting and Design (CADD).
Roadside Manual, M 25-30 supplements the Roadside Policy Manual (RPM) by explaining how to implement the policies found in the RPM. Manual describes laws and policies, visual functions, wetlands, wildlife, safety rest areas, soil amendments, contour grading, soil bioengineering, vegetation, restoration, and design enhancement.
Roadside Policy Manual, M 3110 provides practical roadside restoration policies and guidance, which are based on minimizing life cycle costs while providing operational and environmental functions. It promotes ecological context, environmental preservation, and maintainability.
Temporary Erosion and Sediment Control Manual, M 3109 replaces Chapter 6 and Appendix 6A of the WSDOT Highway Runoff Manual. It outlines WSDOT’s policies for meeting the National Pollutant Discharge Elimination System (NPDES) Construction Stormwater General Permit requirements and the requirements in Volume II of the stormwater management manuals published by the Washington State Department of Ecology.
Utilities Manual, M 22-87 provides guidance in accommodating utilities within state right of way in a manner that does not interfere with the free and safe flow of traffic or impair the highway's visual quality. Information is provided about the preparation of utility agreements and utility service agreements.
Getting a printed copy
While there are no plans to distribute printed copies, WSDOT Printing Services offers printing, digitization and duplicating services for state and local agencies, consultants and contractors working with the department.
However, users referencing printed copies should continually consult the online versions on All Manuals & Standards website for post publication updates to ensure they are using the most current design guidance.
Additional design guidance and resources
The resources listed here are intended to be used in conjunction with the WSDOT Hydraulics Manual and WSDOT Highway Runoff Manual.
Bank Stabilization with Fabric Encapsulated Soil Lifts (FESL) (PDF 3.3MB), Billingsley, Zack, 2021, Master’s Thesis, Colorado State University. Most comprehensive guide to date on this technique.
Computational Design Tool for Evaluating the Stability of Large Wood Structures (PDF 132KB) is the technote for design and restoration practitioners to be used when specifying the type of large wood structure and have an assurance that the constructed structure will likely remain in place under the expected conditions.
Environmental Guidance - Stormwater & Water Quality describes procedures to follow to comply with stormwater and water quality regulations including:
- Clean Water Act, Section 402 - National Pollutant Discharge Elimination System (NPDES) Permits.
- Water resources & erosion control research & reports.
- Water resources policies and procedures.
Fish Passage is the source to learn how to reconnect streams under state highways to improve fish passage around the state.
Fox and Bolton (PDF 658KB) is a regional and geomorphic reference for quantities and volumes of instream wood in unmanaged forested basins of Washington State.
Guidance for Flood Risk Analysis and Mapping Document No. 79 (PDF 4.3MB) provides guidance to support the requirements and recommends approaches for effective and efficient implementation of floodway analysis and all the components that accompany it.
Guidance for Flood Risk Analysis and Mapping Document No. 106 (PDF 184KB) explains how the Department of Homeland Security, Federal Emergency Management Agency (FEMA) implements the review and processing of requests to revise Flood Insurance Rate Maps (FIRMs) and Flood Insurance Study (FIS) reports (collectively referred to as MT-2 requests).
Integrated Streambank Protection Guidelines is based on a set of guiding principles developed by professional resource managers, engineers and other practitioners that was created by a consortium of public agencies to assist property owners, planners, designers and regulators to protect and restore marine, freshwater and riparian fish and wildlife habitat. The agencies involved in developing this series include the Washington Department of Fish and Wildlife, the Washington State Department of Transportation, the Washington Department of Ecology, the U.S. Army Corps of Engineers and the U.S. Fish and Wildlife Service.
Marine Shoreline Design Guidelines were developed to provide a comprehensive framework for site assessment and alternatives analysis to determine the need for shore protection and identify the technique that best suits the conditions at a given site. These guidelines reflect the variety of conditions found in Puget Sound and were created to inform responsible management of Puget Sound shores for the benefit of landowners and our shared natural resources.
Publications - Hydraulics - Bridges & Structures website provides links to various publications for hydrology, culvert and bridge hydraulics, drainage, and scour.
Stormwater Management Manuals for Western Washington and for Eastern Washington provide stormwater permit implementation and management guidance.
Stream Habitat Restoration Guidelines (PDF 29MB) is a guidance document that was developed by the Aquatic Habitat Guidelines (AHG) Program. AHG is a joint effort among state resource management agencies in Washington, including the Washington Departments of Fish and Wildlife, Ecology, Transportation, Natural Resources, the Recreation and Conservation Office, and the Puget Sound Partnership.
Stream Simulation: An Ecological Approach to Providing Passage for Aquatic Organisms at Road-Stream Crossings Manual (PDF 977KB) contains the information that has been developed for the guidance of employees of the U.S. Department of Agriculture (USDA) Forest Service, its contractors, and cooperating Federal and State agencies.
Water Crossing Design Guidelines were written to help the crossing owner and designer comply with Washington State law that protects fish life. This document covers the design of culverts with new chapters on bridge design, tidally influenced crossings, temporary crossings, culvert abandonment, and project development. It provides practical, real-world knowledge and techniques to improve the overall success of water crossings.
See all manuals and standards
Standard plans
Standard plans, M 21-01 is the manual that contains standard engineering drawings used for road, bridge, and municipal construction. They complement the contract documents and the Standard Specifications for Road, Bridge and Municipal Construction.
Plan sheets
Plan sheet library consists of drawings and details that cannot or do not qualify as Standard Plans but may need to be included in contract documents. Library includes items that require adjustment for site or application specifics, experimental designs and retired Standard Plans. Drawings have a narrative explaining the intended use and some of the possible impacts associated with usage.
- Section DS provides drainage structures and hydraulics installation requirements.
- Section SFZ provides the necessary details and definitions for design and construction of the structure-free zone for a fish passable structure.
Division 4 (PDF 144MB) is the chapter of the WSDOT Plans Preparation manual that provides example of typical contract plans sheets showing general plan requirements. These examples are for informational purposes. Final approval of plan sheets will be in accordance with the Plans Preparation manual and the Region Plans Review Office.
Proprietary approved products
The Bridge and Structures Office certifies proprietary item approval for Bridge Drainage from Neenah Foundry. Please contact WSDOT State Hydraulics Office for the list of currently approved products.
Standard specifications
Standard Specifications for Road, Bridge, and Municipal Construction, M 41-10 have been developed to serve as a baseline for the work that is delivered to the public by the Washington State Department of Transportation. Updated Standard Specifications are published annually.
WSDOT General special provisions
Revisions that need to occur between publications of the Standard Specifications are incorporated into contracts via the General Special Provisions (GSPs).
The design tools, templates and programs described in the Hydraulics Manual and Highway Runoff Manual shall be used whenever possible. Review Chapter 1 Design Policy - Hydraulics Manual (PDF 332KB) and the following expanded list to determine required software, design tools, and templates. Please contact WSDOT State Hydraulics Office to ensure the most current version of those tools, templates and software.
If the design team wishes to use a design tool or software other than those required, the concurrence through the WSDOT Regional Hydraulic Engineer must be requested during the 10 percent milestone timeline for the hydraulic report.
Analysis and design software
- SRH-2D is a surface-water modeling software for coastal and riverine environments.
- HEC-RAS is the software that allows the user to perform one-dimensional steady flow, one and two-dimensional unsteady flow calculations, sediment transport/mobile bed computations, and water temperature/water quality modeling.
- HY-8 is the culvert hydraulic analysis program that automates culvert hydraulic computations utilizing a number of essential features for culvert analysis and design.
- FHWA Hydraulic Toolbox is a stand-alone suite of calculators that performs routine hydrologic and hydraulic analysis and design computations.
- StormSHED 3G is a single event model with an integrated set of hydrology design tools developed to design and analyze runoff treatment and flow control BMPs. StormSHED offers SCS (Soil Conservation Service), SBUH (Santa Barbara Unit Hydrograph), the Rational Method, level pool routing, pipe and ditch conveyance system analysis and backwater computation. It is used primarily for project in Eastern Washington.
- MGSFlood is a general, continuous, rainfall-runoff computer model developed specifically for stormwater facility analysis and meets the requirements of the 2012 Washington State Department of Ecology Stormwater Management Manual for Western Washington. The program includes routines for sizing LID facilities, stormwater detention, and water quality treatment.
- OpenRoads Designer, Roadway Design Software and Bentley Systems are the CAD design application for 2D and 3D design and modeling.
Hydrology
The Hydrology by Rational Formula (XLS 23KB) spreadsheet calculates peak flows for small drainage areas that can be either natural or developed. It uses the rational method as described in the WSDOT Hydraulics Manual.
The Flood Q Regression tool (XLSM 801KB) spreadsheet estimates flood discharge in Washington State at ungagged sites based on regional regression equations and user-determined basin characteristics.
Precipitation information
Use the materials below for performing rainfall analysis in regions.
Channels and floodplains
The Flood Risk Assessment (FRA) template (DOCX 6.7KB) is a communication tool to identify if there are potential risks of meeting FEMA, local jurisdiction and public health and safety requirements in the preliminary stages of design.
The 1D No-Rise Memo template (DOCX 5MB) should be used when preparing a no-rise certification using a one-dimensional hydraulic model.
The Bend Scour template (XLSX 1.22MB) provides guidance for calculating bend scour on WSDOT fish passage projects using the Maynord's method.
The Scour Review checklist (XLSX 21KB) is the WSDOT bridge scour review checklist for 2D Models in SHR-2D/SMS.
The Preliminary Hydraulic Design flowchart (PDF 819KB) describes personnel and purpose for site visits during the stream design process and outlines the timeline and contacts for the report review process.
Use the SRH-2D Model Audit checklist (XLSX 87KB) to review SRH-2D model with WSDOT Fish Passage projects at PHD and FHD levels prior to submittal.
The Large Wood Structure Stability Analysis tool (XLSM 1MB) is the spreadsheet offered by the U.S. Forest Service as an aid for the large wood structure design and performance.
Use the Large Woody Material for Stream Restoration Metrics Calculator (XLSX 24KB) spreadsheet to confirm that large woody material (LWM) metrics are met.
Use the Sediment Sizing – Modified Shields (XLSX 204KB) spreadsheet for stream simulation bed material design and streambed mobility/stability analysis using modified shields approach.
The Sediment Sizing – Bathurst (XLSX 40KB) is the spreadsheet for bed material sizing calculations using the Bathurst’s method.
The Hydraulic Design Report checklist (DOCX 28KB) identifies the required subject matter that the specialty hydraulic report should contain.
Use the Hydraulic Design Report template (DOCX 6.94MB) to prepare preliminary (PHD) or final hydraulic design (FHD) Report for all projects to correct fish barriers and provide fish passage.
Use the Hydraulics Field Report form (DOCX 29KB) templates for the Site Visit 2 Field Report, Project Complexity Field Form, Site Visit 3 Field Report, Site Visit 3 Concurrence Form, and Site Visit 3 Attendance List.
Use the Fish Passage Project Level of Complexity Field form (PDF 190KB) to determine project complexity during fish passage project site visit.
Project Complexity Considerations – WDFW-WSDOT (DOCX 33KB) is the example of WSDOT/WDFW fish barrier coordination determining project complexity and corresponding review approach.
Use the Simplified Type A Hydraulic Report Outline (PDF 167KB) if the fish barrier project meets the conditions in the supplemental guidance to the stormwater retrofit assessment for fish barrier projects.
Stormwater and drainage
The Inlet Spacing (XLSX 167KB) spreadsheet combines the procedures described in the WSDOT Hydraulics Manual to calculate roadway runoff and inlet interception of a continuous curb and gutter run for a roadway.
The Sag Worksheet (XLSX 60KB) spreadsheet uses the procedure described in the WSDOT Hydraulics Manual to locate inlets in a sag condition.
The Short Duration Rainfall Depth Converter (XLSX 38KB) spreadsheet converts the 2 year, 2 hour storm to the 3-hour storm for any of the four Eastern Washington Climatic Regions. For further explanation of how to calculate the 3-hour storm, see Appendix 4D of the WSDOT Highway Runoff Manual.
Reference the Hydraulic Report Outline (PDF 173KB) in the preparation of a stormwater and drainage hydraulic report for projects with any of the components described in Table 1-1 of the Hydraulics Manual.
The Hydraulic Report checklist (PDF 46KB) identifies the required subject matter that the hydraulic report should contain. Each milestone is considered completed when the checklist, along with deliverables is submitted to the Region Hydraulic Engineer.
Use the Pipe Angle Calculation worksheet (XLSX 217KB) to verify the minimum pipe angle. Before finalizing the storm drain layout, designers should verify the layout is constructible with respect to the angle between pipes entering or exiting a junction. That is, to maintain the structure integrity of a junction there are minimum clearance requirements that must be met depending on the pipe diameter.
The 2019 Stormwater Design Documentation (XLSX 122KB) spreadsheet is a companion to the WSDOT 2019 Highway Runoff Manual (HRM) and is used to determine a given Project's Minimum Requirements as well as specific requirements for each TDA (where applicable). It is required for the preparation of WSDOT Hydraulic Reports and helps the designer gather information needed for the Stormwater Design NEPA/SEPA Documentation Checklist used for a Project's environmental documentation.
The 2014 Stormwater Design Documentation (XLSX 130KB) spreadsheet is a companion to the WSDOT 2014 Highway Runoff Manual (HRM) and is used to determine a given Project's Minimum Requirements as well as specific requirements for each TDA (where applicable). It is required for the preparation of WSDOT Hydraulic Reports and helps the designer gather information needed for the Stormwater Design NEPA/SEPA Documentation Checklist used for a Project's environmental documentation.
The LID Feasibility checklist (XLSX 90KB) is to use for WSDOT projects that exceed the triggers set forth in WSDOT Highway Runoff Manual Minimum Requirement 5 and/or 6 (see HRM Section 3-3.5 and 3-3.6 and HRM Figure 3-3 Steps 7 and 8), a LID Feasibility Checklist must be filled out for each TDA on the project.
Use CAVFS LID Calculator (XLSX 22KB) to determine if there is an adequate amount of side slope to install a compost-amended vegetated filter strips (CAVFS) that is the land area of planted vegetation and amended soils situated between the pavement surface and a surface water collection system, pond, wetland, stream, or river.
The Flow Control Modeling Inputs (XLSX 68KB) spreadsheet is to determine the stormwater model inputs for flow control facility designs for Best Management Practices (BMPs) such as the detention pond, combined wet/detention pond, combined stormwater treatment wetland/detention pond, infiltration pond, infiltration vault, detention vault, and detention tank. The WSDOT Highway Runoff Manual (HRM) should be consulted during the design. The spreadsheet works for most general flow control modeling scenarios.
The Basic and Wet Biofiltration Swale Design (XLSX 89KB) spreadsheet is to design BMP RT.04 Biofiltration Swale and BMP RT.05 Wet Biofiltration Swale. The WSDOT Highway Runoff Manual should be consulted during the design.
The Continuous Inflow Biofiltration Swale Design (XLSX 141KB) spreadsheet is to design BMP RT.06 Continuous Inflow Biofiltration Swale. The WSDOT Highway Runoff Manual should be consulted during the design.
The Media Filter Drain (MFD) Underdrain Design (XLSX 12KB) spreadsheet is to determine the diameter of underdrain necessary to convey stormwater from BMP RT.07 Media Filter Drain. The WSDOT Highway Runoff Manual should be consulted during the design.
The Slotted Pipe Flow Spreader (XLSX 1.6MB) spreadsheet is to determine the number of slots, slotted pipe length, and mounding for flow spreader pipe for MFD Type 4.
The Slot to Circular spreadsheet (XLSX 53KB) is for determining an equivalent system of circular orifices that mimics the behavior of the vertical slot orifice returned by the optimizer of the MGSFlood continuous simulation modeling software.
The Pond Pipe spreadsheet (XLSX 79KB) generates the stage storage volume table for use in the MGSFlood continuous simulation modeling software. The assumptions are that the pipe is round, and it does not have a longitudinal slope (it is laid flat). Please note that detention tanks are not allowed on WSDOT projects. This tool is used to evaluate existing installations.
The Irregular Pond Shape Elevation Volume spreadsheet (XLSX 69KB) is to assist in determining if irregular shaped pond can be substituted for prismatic pond returned from MGSFlood optimizer.
Pond Hydraulics worksheet (XLSX 91KB) is the spreadsheet for developing rating table for pond/vault that may be copied to MGSFlood for analysis.
WSDOT Stormwater retrofit guidance
The Stormwater Retrofit Cost-Effectiveness and Feasibility (RCEF) Analysis Methods and Timing (PDF 152KB) provides cost and feasibility instructions for completing project-triggered and stand-alone stormwater retrofits.
The Stand-alone Stormwater Retrofit Considerations for Scoping (PDF 144KB) describes considerations for scoping stand-alone stormwater treatment for existing impervious surfaces where surfaces do not have treatment or where treatment and flow control are not to current standards within the boundaries of the identified project area.
The Stormwater Retrofit Site Visit checklist (XLSX 28KB) is the spreadsheet that provides a check list of information to be collected in advance of, and during, a scoping site visit for stand-alone stormwater retrofit projects.
The Supplement Guidance to the Stormwater Retrofit Assessment on Fish Barrier Projects (PDF 483KB) provides design guidelines to evaluate the fish barrier project for opportunity-based stormwater retrofits and the feasibility of those retrofits.
The Stormwater Retrofit Assessment for Fish Barriers Projects (DOCX 49KB) to be completed for all fish passage projects during the pre-design phase prior to Project Summary submittal.
Temporary erosion & sediment control (TESC) plan
TESC Plan template (DOCX 54KB) is to develop the narrative section of the TESC plan.
Abbreviated TESC Plan template (DOCX 42KB) is for work not covered by the CSWGP that disturbs soil and might discharge stormwater to surface waters.
TESC Plan Review checklist (PDF 341KB) is primarily to use by environmental staff and reviewers to make sure the TESC plan is complete and meets CSWGP requirements.
Highway Runoff Manual Guidelines
Highway Runoff Manual (HRM) is an integral part of the WSDOT NPDES Municipal Stormwater Permit (Permit). The Department of Ecology reissued the Permit, on April 5, 2019. WSDOT revised the HRM to maintain equivalency with the Department of Ecology’s Stormwater Management Manuals.
Upon issuance of the WSDOT Municipal Stormwater Permit in April 2019, WSDOT and the Department of Ecology adopted an Implementing Agreement (PDF 1.6KB) calling for WSDOT to apply the April 2019 version of the HRM throughout Washington State using the conditions in the agreement.
Projects going to AD after March 6, 2020 shall comply with the 2019 HRM except as follows:
- Projects requiring an individual Section 401 Water Quality Certification may be subject to additional stormwater requirements if, based on site specific information, the use of the 2019 HRM will not result in compliance with State Water Quality Standards.
- Projects receiving Design Approval before July 1, 2019 may use the 2014 HRM on the condition that the projects go to AD by June 30, 2022.
The Summary of Major Changes from the 2014 to 2019 HRM (PDF 262KB) document summarizes the major changes to the 2019 HRM.
The HRM represents years of extensive research, collaboration, and negotiation by an interdisciplinary technical team of water quality, stormwater, and erosion control specialists; designers; hydrologists; geotechnical and hydraulics engineers; landscape architects; and maintenance staff. The technical team benefits from a close working relationship with Washington State Department of Ecology (Ecology) staff, with work also contributed by consultants and outside reviewers. The technical team recognized that it is inefficient, and in some instances ineffective, to try to emulate how local jurisdictions manage runoff from residential, commercial, and industrial land uses. Consequently, the technical team’s approach to developing the HRM takes into consideration that WSDOT:
- Needs a statewide approach for managing stormwater that recognizes the differences in climate, soils, and land uses.
- Has limited control of pollutants entering its right of way (including pollutants generated from atmospheric deposition, vehicle operation, litter, organic debris, and surrounding land uses).
- Highway projects are linear in nature and, as such, are faced with practical limitations in terms of locating and maintaining stormwater treatment facilities within state-owned right of way.
- Lacks funding mechanisms (such as stormwater utility fees) and land use controls (zoning and land use ordinances) available to local governments.
- Must be accountable to taxpayers to provide cost-effective stormwater facilities.
Additional HRM guidance
What happens when compliance with the HRM is not economically feasible, physically possible, or environmentally responsible?
Section 3-5 of the 2019 HRM includes two pathways for WSDOT address Adjustments and Deviations to the Minimum Requirements. Both pathways go through the WSDOT/Ecology Demonstrative Approach Team.
The 2019 HRM contains BMPs that WSDOT finds acceptable for widespread highway application. However, in recognition that site and project constraints may compel a designer to consider alternatives, the 2019 HRM outlines the process for seeking authorization for alternative BMP options. BMPs approved by the Department of Ecology but not recommended for highway application are referred to as “Category 1 BMPs” (PDF 1.98MB). Additional information on emerging technology BMPs is also available on the Department of Ecology's website.
What if I want to use a BMP not listed in the HRM?
The HRM only contains Department of Ecology-approved BMPs that WSDOT finds acceptable for highway applications. Section 5-3.6 of the 2019 HRM describes the process for seeking authorization to use BMPs not contained in the HRM.
Where can I find guidance for the design of stormwater management facilities? Is training on the manual available?
WSDOT's stormwater management-related guidance, procedures, and tools can be found on the Hydraulics & hydrology training website. Information on HRM training is available online.
Gravel areas clarification scenarios
Gravel placed along the highway is considered impervious surface and PGIS in certain scenarios. See the Gravel Areas Impervious and PGIS Scenarios (PDF 251KB) and review the impervious surface and PGIS definitions in the HRM.
How do I determine the qualifying areas of elevated roads and parking structures for Minimum Requirement 5 (Runoff Treatment)?
When a brand-new fly-over ramp is constructed over the existing highway, in plan view, the flyover ramp area directly over the existing highway would be considered a replaced pollution generation impervious surface (PGIS). This is also true in situations where an existing roadway is proposed to be significantly raised (new pavement greater than 1 foot thick directly on top of old pavement) or elevated without widening. PGIS that undergoes planning or mill and fill operations are not considered replaced PGIS. A parking lot structure that is proposed to be built over an existing parking lot without expansion of the parking area is considered replaced PGIS.
When a roadway or bridge is proposed to be widened over an existing non-pollution-generating impervious surface, that area should be considered new PGIS. An example of this is when an existing bridge spanning a lake is proposed to be widened by one lane; that new lane would be considered new PGIS.
Note: these area determinations of replaced PGIS do not require excavation of existing roadway.
How do I determine the qualifying areas of elevated roads and parking structures for Minimum Requirement 6 (Flow Control)?
When a brand-new flyover ramp is constructed over the existing highway, in plan view, the fly-over ramp area directly over the existing highway would be considered a replaced impervious surface. This is also true in situations where an existing roadway is proposed to be significantly raised (new pavement greater than 1 foot thick directly on top of old pavement) or elevated without widening. Impervious surfaces that undergo planing or mill and fill operations are not considered a replaced impervious surface. A parking lot structure that is proposed to be built over an existing parking lot without expansion of the parking area is considered a replaced impervious surface. When an existing bridge that spans a lake is proposed to be widened by one lane, that new one lane would be considered a replaced impervious surface.
Note that these area determinations of replaced impervious surface do not require excavation of the existing roadway.
Who maintains the Highway Runoff Manual (HRM)?
The Headquarters Environmental Services Office (ESO) and State Hydraulics Office are jointly responsible for revising and providing oversight of the HRM since it accompanies the WSDOT NPDES Municipal Stormwater Permit.
Got questions / feedback on the HRM?
As a general rule, direct questions about the content of the HRM to the Region Hydraulics Engineer or local maintenance staff before contacting the State Hydraulics Office.
Questions about stormwater facilities inventory, stormwater retrofit priorities, NPDES Municipal Stormwater Permit, water quality monitoring/sampling, (use of experimental best management practices (BMPs), and BMP research and development) should be directed to State Hydraulics Office.
The HRM will be periodically updated to clarify its content and reflect changes in the regulatory landscape, advancements in stormwater management and stormwater research, and improvements in design tools. Comments and suggestions for improving the HRM should be e-mailed to Alex.Nguyen@wsdot.wa.gov or mailed to:
Highway Runoff Manual
Attention: State Hydraulics Office – Stormwater Manager
WSDOT
PO Box 47329
Olympia, WA 98504-7329
HRM Electronic mailing list
To receive e-mails announcing HRM and general stormwater related updates, training opportunities, and improvements in design tools, please subscribe to the Stormwater Issues listserv. Sign up to receive Washington Stormwater issues e-mail updates.
To receive announcements for updates to the HRM, please subscribe to the HRM Update listserv. Sign up to receive Washington Highway Runoff Manual e-mail updates.
Survey request
Follow SCR Survey Request website to make all survey requests. The website can also be used to search for existing survey data files statewide.
WSDOT training resources
Hydraulics and Hydrology course offerings, trainings, and certification programs provided by the WSDOT State Hydraulics Office as well as the point of contact may be found on the WSDOT Hydraulics & Hydrology Training website.
Certified Erosion and Sediment Control training is to obtain a certification of the Certified Erosion and Sediment Control Lead (CESCL). The training is for all WSDOT staff who design, implement, or inspect the implementation of TESC plans during construction.
Virtual site visits
Virtual Site Visits Overview (PDF 761KB) provides information about a new approach to create and share information collected during site visits in a virtual setting. Virtual Site Visits are for internal and external users including WSDOT staff, contactors, consultants, co-managers, and stakeholders. Please contact State Hydraulics Office Fish Passage Design section for additional information and further assistance in accessing Virtual Site Visits library.
Please refer to the Hydraulics office folio (PDF 2.6KB) for more information on Hydraulics, Hydrology, Stormwater Management, Fish Passage and who to contact.
Julie Heilman, PE
State Hydraulics Director
Julie.Heilman@wsdot.wa.gov
360-705-7262
Jason Koreski, PE
Transportation Technical Engineer
Jason.Koreski@wsdot.wa.gov
360-705-7591
Hydraulics
Luke Assink, PE, CFM
Hydraulics Design Manager
Luke.Assink@wsdot.wa.gov
360-705-7269
Katerina Ternovets
Hydraulics Design Engineer
Katerina.Ternovets@wsdot.wa.gov
360-705-7338
Nguyen, Ann
Transportation Technician 2
Anh.Nguyen@wsdot.wa.gov
360-709-5531
Hydrology
Garrett W. Jackson, LG
Hydrology Program Manager
Garrett.Jackson@wsdot.wa.gov
360-705-7485
Robert Humphries, LG, LEG
Hydrologist
Robert.Humphries@wsdot.wa.gov
360-705-7496
Simon Page
Hydrologist
Simon.Page@wsdot.wa.gov
360-705-7472
Cygnia Rapp, LG
Geomorphologist
Cygnia.Rapp@wsdot.wa.gov
360-705-7415
Samuel Fixler
Hydrologist
Samuel.Fixler@wsdot.wa.gov
360-704-6322
Stormwater
Alex Nguyen, PE
Stormwater Design Manager
Alex.Nguyen@wsdot.wa.gov
206-440-4537
Olivia Torres Stagner
Hydraulic Engineer
Olivia.Torresstagner@wsdot.wa.gov
206-440-4538
Arjun KC, PE, CPESC
Hydraulic Engineer
Arjun.kc@wsdot.wa.gov
206-440-4848
Fish Passage
Channing Syms, PE
Fish Passage Design Manager, Northwest Region
James.Syms@wsdot.wa.gov
360-705-6839
Heather Pittman, PE
Fish Passage Design Manager, Olympic Region
Heather.Pittman@wsdot.wa.gov
360-705-7495
Hannah Morsch, PE
Hydraulic Design Engineer
Hannah.Morsch@wsdot.wa.gov
360-705-7261
Ryan Barkie, PE
Hydraulic Design Engineer
Ryan.Barkie@wsdot.wa.gov
360-705-7489
Brendan Leistiko
Hydraulic Design Engineer
Brendan.Leistiko@wsdot.wa.gov
360-705-7429
Erin Pletcher
Hydraulic Design Engineer
Erin.Pletcher@wsdot.wa.gov
360-705-7403