HomeMy WebLinkAboutRES 4455CITY OF RENTON, WASHINGTON
RESOLUTION NO.4455
A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, ADOPTING THE 2021
SURFACE WATER UTILITY SYSTEM PLAN.
WHEREAS, the 2021 Surface Water Utility System Plan (Plan) is a comprehensive citywide
surface water document intended to guide programmatic and capital improvement needs for
Renton's Surface Water Utility for the next six years and for future years' guidance; and
WHEREAS, the purpose of the Plan is to examine the existing surface water management
system, with primary focus on projects and programs that identify and minimize flooding,
erosion, and water quality problems, as well as improve riparian habitat and meet regulatory
requirements; and
WHEREAS, the Plan was reviewed by the City of Renton Environmental Review
Committee, which issued a Determination of Non -Significance on November 18, 2020; and
WHEREAS, a Notice of Environmental Determination was made public, and no comments
or appeals were received during the public comment and appeal periods, which ended December
2, 2020; and
Plan;
WHEREAS, the Plan is compatible with the intent of the City's adopted Comprehensive
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO
RESOLVE AS FOLLOWS:
SECTION I. The City Council hereby adopts the Plan, a copy of which is attached hereto
as Exhibit "A" and incorporated by this reference.
1
RESOLUTION NO. 4455
PASSED BY THE CITY COUNCIL this 6th day of December, 2021.
APPROVED BY THE MAYOR this 6th day of December, 2021.
Approved as to form:
Shane Moloney, City Attorney
RES:1898:11/9/21
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RESOLUTION NO.4455
EXHIBIT "A"
2021 SURFACE WATER UTILITY SYSTEM PLAN
OSBORN
CONSULTING --,,w�Renton AwNr'-'i
INCORPORATED
SURFACE WATER UTILITY
SYSTEM PLAN
Osborn Consulting, Inc. 1 425.451.4009 1 OsbornConsulting.com
This Surface Water Utility System Plan was partially developed by SAIC between
2007 and 2009. Osborn Consulting was contracted by the City in late 2019 to
update and finalize the draft plan. Further updates were introduced by Surface
Water staff in 2021. The conclusions, observations and recommendations
contained herein attributed to Osborn Consulting, Inc. constitute the opinions of
Osborn Consulting, Inc. To the extent that statements, information, and opinions
provided by the client or others have been used in the preparation of this report,
Osborn Consulting, Inc. has relied upon the same to be accurate, and for which
no assurances are intended and no representations or warranties are made.
Osborn Consulting, Inc. makes no certification and gives no assurances except as
explicitly set forth in this report.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
2021 Surface Water Utility System Plan
CITY OF RENTON
TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................... E-1
SECTION 1 HISTORY, ACCOMPLISHMENTS, AND GOALS...................................................1-1
1.1 Introduction........................................................................................................1-1
1.2 History, Program Description, and Accomplishments........................................1-1
1.3 Utility Mission.....................................................................................................1-1
1.4 Utility Goals.........................................................................................................1-3
1.5 Plan Development Process..................................................................................1-4
SECTION 2 DRAINAGE BASIN AND SERVICE AREAS..........................................................2-1
2.1 Introduction........................................................................................................2-1
2.2 Study Area General Description..........................................................................2-1
2.3 Existing System Description................................................................................2-4
2.4 Drainage Basins...................................................................................................2-9
SECTION 3 CURRENT SURFACE WATER MANAGEMENT PROGRAM..................................3-1
3.1 General Description............................................................................................3-1
3.2 Engineering, Planning, Compliance, and Coordination.......................................3-5
3.3 Inspection, Operations, and Maintenance.........................................................3-8
3.4 Administration..................................................................................................3-12
3.5 Management.....................................................................................................3-13
3.6 Summary of Existing Program...........................................................................3-13
SECTION 4 REGULATORY REQUIREMENTS AND CITY POLICIES
.........................................4-1
4.1
Introduction........................................................................................................4-1
4.2
Regulatory Requirements...................................................................................4-1
4.3
City Ordinances and Regulations........................................................................4-2
4.4
State Regulations................................................................................................4-5
4.5
Federal Regulations...........................................................................................4-11
4.6
Summary of Permits Required..........................................................................4-13
4.7
Program Policies................................................................................................4-16
SECTIONS
FUTURE PROGRAM NEEDS.............................................................................5-1
5.1
Introduction........................................................................................................5-1
5.2
NPDES Permit Compliance..................................................................................5-1
5.3
City Maintenance on Residential Facilities.........................................................5-7
5.4
Annexations........................................................................................................5-7
5.5
Vegetation Maintenance....................................................................................5-9
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
5.6 Infill Development...............................................................................................5-9
5.7 Asset Management...........................................................................................5-10
5.8 Culvert Inventory..............................................................................................5-12
5.9 Surface Water Utility System Plan Update.......................................................5-12
5.10 Surface Water Utility Coordination...................................................................5-12
5.11 Continuation of Existing Surface Water Initiatives...........................................5-16
5.12 Summary...........................................................................................................5-16
SECTION 6 CAPITAL IMPROVEMENT PROJECT NEEDS ....................................................... 6-1
6.1 General................................................................................................................6-1
6.2 Flood Risk Reduction...........................................................................................6-1
6.3 Water Quality......................................................................................................6-3
6.4 Existing Water Quality and Its Effects on Beneficial Uses...................................6-4
6.5 Habitat Restoration and Protection....................................................................6-8
6.6 Miscellaneous Programs and Regulatory Projects..............................................6-9
6.7 Capital Project Prioritization...............................................................................6-9
SECTION 7 RECOMMENDATIONS AND PLANNED ACTIONS ............................................... 7-1
7.1 Summary of Recommended Surface Water Management Program Changes ...7-1
7.2 Planned Capital Improvement Program.............................................................7-2
REFERENCES..................................................................................................................... R-1
List of Appendices
Appendix A
Issue Papers
Appendix B
Basin Report Cards
Appendix C
Cost Estimates
Appendix D
Summary of Regulatory Compliance Recommendations Memo
Appendix E
Programmatic and Operational Fact Sheets
Appendix F
Drainage Complaints
Appendix G
CIP Fact Sheets
LIST OF TABLES
Table 2-1: Renton Drainage Basin Areas
Table 2-2: Surface Water Management Inventory Data
Table 2-3: Predicted Peak Flows (cfs) for the May Creek Tributaries within the City of Renton
Table 2-4: Predicted Peak Flows (cfs) for the Kennydale Subbasins
Table 2-5: Predicted Peak Flows (cfs) for the NE 44th Street Exit Drainage Area Subbasin
Table 2-6: Predicted Peak Flows (cfs) for the North Renton Subbasin
Table 2-7: Predicted Peak Flows (cfs) for the Cedar River Basin
Table 2-8: Predicted Peak Flows (cfs) for the West Hill Subbasin
Table 2-9: Predicted Peak Flows at Selected Locations (cfs) for the Black River Basin
Table 2-10: Predicted Peak Flows (cfs) for the Soos Creek Basin
Table 3-1: Utility Surface Water Program Elements
Table 3-2: Surface Water Management Inventory Data
Table 3-3: Maintenance Program Activities
Table 3-4: Average 2015-2019 Staffing Expenditures for Program Elements
Table 4-1: Category 5 Assessed Waters in Renton
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Table 4-2: Permits Needed for Projects
Table 4-3: 2015 Comprehensive Plan Land Use Element — Protecting the Natural Environment
and Ensuring Natural Resources for the Future Goals and Policies
Table 4-4: 2015 Comprehensive Plan Transportation Element — General Goals and Policies
Table 4-5: 2015 Comprehensive Plan Economic Development Element — General Goals and
Policies
Table 4-6: 2015 Comprehensive Plan Parks, Recreation, Natural Areas, and Trails Element —
General Goals and Policies
Table 4-7: 2015 Comprehensive Plan Utilities Element — General Goals and Policies
Table 4-8: 2015 Comprehensive Plan Capital Facilities Element — General Goals and Policies
Table 5-1: Summary of Key NPDES Permit Elements and Budget Requirements (based on
Permit Effective 8/19)
Table 5-2: Summary of Ongoing and Future Program Needs
Table 6-1: Locations of Flooding Problems
Table 6-2: Existing Beneficial Uses
Table 6-3: 6-Year CIP Summary
Table 6-4a: Flooding Problems: May Creek Basin
Table 6-4b: Flooding Problems: East Lake Washington Basin
Table 6-4c: Flooding Problems: West Lake Washington Basin
Table 6-4d: Flooding Problems: Cedar River Basin
Table 6-4e: Flooding Problems: Black River Basin
Table 6-4f: Flooding Problems: Soos Creek Basin
Table 6-4g: Flooding Problems: Citywide Small Drainage Problem Projects
Table 6-5: Water Quality Retrofit: East Lake Washington, Black River, Cedar River and May
Creek Basins
Table 6-6: Habitat Problems: Cedar River, May Creek, Lake Washington, and Black River Basins
Table 6-7: Programs and Regulatory Compliance
Table 6-8: Prioritized Capital Improvement Projects for Flood Risk Reduction/Water Quality
Treatment
Table 7-1: Surface Water Utility 2021-2026 Capital Improvement Program (CIP)
LIST OF FIGURES
Figure 2-1. Surface Water Drainage Basins
Figure 2-2. Surface Water Stormwater Facilities
Figure 2-3. Water Quality Facilities
Figure 2-4: Previous Delineation of Surface Water Drainage Basins Used for Modeling
Figure 3-1. Surface Water Utility Support Organization Chart
Figure 3-2. Surface Water Staff within Public Works Department
Figure 3-3. Community and Economic Development Department Organizational Detail
Figure 5-1. SWM Maintenance and Engineering FTEs per 1000 Residents by Year and Population
Figure 6-1. Sockeye in Cedar River (Yr. 2010)
Figure 6-2. Flooding Problems and Annual Maintenance Project Locations
Figure 6-3. Water Quality Retrofit, Annexation Problems, and Habitat Project Locations
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
LIST OF ABBREVIATIONS
TERM
DEFINITION
TERM
DEFINITION
BA
Biological Assessment
HEC-RAS
Hydrologic Engineering Center's
BE
Biological Evaluation
River Analysis System
BMP
Best Management Practice
HOA
Homeowner association
BO
Biological Opinion
HPA
Hydraulic Project Approval
BOD
Biochemical Oxygen Demand
HSPF
Hydrologic Simulation Program —
BRPS
Black River Pump Station
FORTRAN
CAO
Critical Areas Ordinance
IDDE
Illicit Discharge Detection and
CCTV
Closed-circuit television
Elimination
CEQ
Council for Environmental Quality
JARPA
Joint Aquatic Resource Permit
CFR
Code of Federal Regulations
Application
CFS
Cubic feet per second
KCFCD
King County Flood Control District
CIP
Capital Improvement Project
KMDP
Kennydale Master Drainage Plan
City
City of Renton
LAMP
Levee Analysis and Mapping
CMP
Corrugated Metal Pipes
Procedure
CRC
Cedar River Council
LID
Low Impact Development
CRS
Community Rating System
LOMR
Letter of Map Revision
CWA
Clean Water Act
LWD
Large Woody Debris
DDT
Dichlorodiphenyltrichloroethane
MS4
Municipal Separate Storm Sewer
DFIRM
Digital Flood Insurance Rate Map
System
District
King County Drainage District
NEPA
National Environmental Policy Act
Number One
NFIP
National Flood Insurance Program
DNR
Department of Natural Resources
NOAA
National Oceanic and
EA
Environmental Assessment
Atmospheric Administration
Ecology
Washington State Department of
NOI
Notice of Intent
Ecology
NPDES
National Pollutant Discharge
EIA
Effective Impervious Area
Elimination System
EIS
Environmental Impact Study
O&M
Operation and Maintenance
EPA
Environmental Protection Agency
PCBs
Polychlorinated biphenyls
ERP
Ecosystem Restoration Program
PCR
Polymerase chain reaction
ESA
Endangered Species Act
pH
Potential of Hydrogen
ESGRWP
East Side Green River Watershed
RC
Resource Conservation
Project Plan and Environmental
RCW
Revised Code of Washington
Impact Statement
RMC
Renton Municipal Code
FEMA
Federal Emergency Management
SBUH
Santa Barbara Urban Hydrograph
Agency
SEPA
State Environmental Policy Act
FTE
Full-time employee
SMA
Shoreline Management Act
GIS
Geographic Information System
SMP
Shoreline Master Program
GMA
Growth Management Act
SWM
Surface Water Management
GPM
Gallons per minute
SWPPP
Stormwater Pollution Prevention
Plan
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE IV
LIST OF ABBREVIATIONS
(continued)
TERM DEFINITION
SWUSP Surface Water Utility System Plan
TMDL
Total Maximum Daily Load
TOD
Transit Oriented Development
TSS
Total Suspended Solids
UGB
Urban Growth Boundary
USACE
United States Army Corps of
Engineers
USC
United States Code
USEPA
United States Environmental
Protection Agency
USFWS
United States Fish and Wildlife
Service
Utility
Renton's Surface Water Utility
Section
UW
University of Washington
UWCIG
University of Washington Climate
Impacts Group
WAC
Washington Administrative Code
WDFW
Washington State Department of
Fish and Wildlife
WQI
Water Quality Index
WRIA
Water Resource Inventory Area
WSDOT
Washington State Department of
Transportation
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE V
EXECUTIVE SUMMARY
This Surface Water Utility System Plan (SWUSP) represents the City of Renton's (City's) first
comprehensive city-wide surface water planning effort since the 1990s. In summary, the SWUSP
examines the existing surface water management system, with primary focus on projects and programs
that identify and minimize flooding, erosion, and water quality problems as well improve riparian
habitat and meet regulatory requirements. Furthermore, the SWUSP is intended to guide programmatic
and capital improvement needs for Renton's Surface Water Utility (Utility) for the next six years and for
future years' guidance. This includes identifying and developing long-term solutions, prioritizing needs
that reflect the community's priorities, quantifying Operation and Maintenance (O&M) needs of the
Utility and making sure that there is adequate funding to implement recommendations.
MISSION STATEMENT
The Surface Water Utility's goal is to sustainably manage the quantity and quality of surface water runoff
in the City to reduce flood hazards, protect public safety, prevent property damage, improve water
quality, and protect fish habitat and environmental resources.
BACKGROUND ON THE SURFACE WATER UTILITY
Utility was created in 1987 as an entity within the Utility Systems Division to maintain, manage, and
implement the City's Surface Water Management (SWM) Program. At that time, its main task was to
focus on solving quantity -related flooding problems through the planning, design, maintenance, and
construction of drainage facilities and the improved maintenance of existing facilities. The surface water
program has evolved over the years.
Today, Utility manages the quantity and quality of surface water runoff in the City to reduce flood
hazards, protect public safety and prevent property damage, protect water quality, and protect and
restore fish and wildlife habitat. Utility includes the Engineering and Maintenance and Operations
programs, which include the following activities:
1. Maintaining, repairing, replacing, and improving the City's storm system infrastructure.
2. The planning, design, permitting and construction of surface water projects as part of
Utility's Capital Improvement Program.
3. Regulatory compliance associated with the Western Washington Phase II Municipal
Stormwater permit, the Clean Water Act, and the Endangered Species Act.
4. Customer service regarding drainage complaints, flooding or water quality problems, utility
billing and other technical assistance regarding surface water management, along with
public education, public involvement, and stewardship programs.
5. Technical assistance to other City Departments and Divisions (Transportation, Planning,
Development Services, and Community Services) regarding projects and surface water
standards.
6. Manage City's compliance with the Community Rating System (CRS) Program within the
National Flood Insurance Program (NFIP).
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-1
EXECUTIVE SUMMARY
7. Assisting in the review of new construction for compliance with surface water design
standards and the updating of design standards for new construction.
8. Storm system GIS mapping and management of Utility assets.
9. Emergency management, planning, and response associated with flooding and other
disasters.
10. Coordination with other cities and counties, along with state and federal agencies, on
regional surface water management topics related to flooding, water quality and habitat,
and State/Federal Regulatory requirements.
11. Watershed management, planning, and studies.
As of the end of 2020, Utility serves approximately 24,465 customers over an area of approximately
24 square miles. Utility maintains approximately 286 miles of drainage pipeline and culverts,
approximately 24 miles of open channel conveyance systems, 17,043 drainage structures, 127
stormwater ponds, 66 stormwater tanks, and 68 stormwater vaults.
Some of the significant accomplishments of the Utility include:
• Completion of over $85.7 million in Utility capital projects between 1992 and 2020.
• Basin planning efforts in the May Creek, Cedar River, and Black River Basins.
Completed the Cedar River Section 205 Flood Hazard Reduction Project that included
dredging the lower 1.25 miles of the Cedar River, construction of associated levees and
floodwalls, constructing multiple mitigation spawning channels and maintaining the facilities
to comply with the US Army Corps of Engineers (USACE) Federal Emergency Management
Administration (FEMA) Program. This project included dredging the Lower Cedar River
twice, in 1998 and 2016.
• Produced updated digital flood insurance rate maps (DFIRMs) and flood studies along 5
miles of the lower Cedar River and 2.8 miles along Springbrook Creek.
• Implemented a significant number of the flooding and riparian habitat improvements
identified in the Eastside Green River Watershed Plan, including replacement of major
culvert crossings at SW 34th Street and SW 27th Street.
• In partnership with WSDOT, developed the 124-acre Springbrook Creek Wetland and
Habitat Mitigation Bank.
• Received over $50 million in grants and matching funds from various agencies and taxing
districts including FEMA, King County Flood Control District (KCFCD), USACE, the Washington
State Department of Transportation (WSDOT), the Washington State Department of Ecology
(Ecology), King County, King Conservation District and Drainage District #1 that were applied
to City projects to reduce flooding and improve water quality and stream habitat.
• Completed green street connections projects that combined water quality retrofits with
drainage improvements.
• Addressed miscellaneous emergency stormwater projects as well as numerous small
drainage problems.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-2
EXECUTIVE SUMMARY
CHALLENGES FACING THE SURFACE WATER PROGRAM
Although Utility has made significant accomplishments, there remain future challenges that must be
considered when defining recommendations for new program direction. The following are some of the
most significant challenges
NPDES PROGRAM
A significant impact to the City's program is the increasing state and federal stormwater regulations,
primarily, the Western Washington Phase II Municipal Stormwater Permit, also known as the National
Pollutant Discharge Elimination System (NPDES) Permit, (NPDES Permit) issued to the City by the
Washington State Department of Ecology (Ecology). The City has been ramping up its surface water
program since 2007 to be in compliance with this permit. The current permit, which became effective
August 1, 2019, has timetables for several elements that mandate full compliance before it expires on
July 31, 2024. The most notable changes to the current 5-year permit include new requirements for
implementation of a stormwater planning program and a source control program for existing
development. Both of these elements will result in increased demand on City resources compared to the
previous permit. This is further discussed in Sections 4.4.8 and 5.2.
TMDL
Total Maximum Daily Load (TMDL) is a study required under Section 303(d) of the Clean Water Act that
evaluates and determines the allowable pollutant loading for a water body that exceeds state standards
for various pollutants. Once the state determines that a particular water body exceeds a pollutant
standard, it is placed on the 303(d) list for a TMDL. Renton has several water bodies that are on the
303(d) list that require TMDL studies to be performed. Renton TMDLs are discussed in more detail in
Section 4.4.6.
REGULATED FLOODPLAIN IN THE GREEN RIVER VALLEY
KCFCD finalized the scoping summary report for the Lower Green River Corridor Flood Hazard
Management Plan as a part of the Environmental Impact Study (EIS) associated with the plan in June of
2019. The purpose of this plan is to implement an integrated long-term approach to reduce flood risk
within the Lower Green River Corridor, which extends into the southwestern portion of Renton. The
plan is intended to reduce flood risk while balancing other important basin objectives, such as improving
fish habitat and supporting the economic prosperity of the region. Communication and coordination
between the City of Renton and KCFCD has been ongoing throughout the preliminary stages of
formulating the Flood Hazard Management Plan. Further details are discussed in Section 2.4.5.3
CONTROLLING FLOODING FROM THE CEDAR RIVER
One major Utility task is working alongside KCFCD and USACE on the Cedar River Section 205. The Cedar
River Section 205 includes periodic maintenance dredging and repairs to the USACE-built facilities,
including floodwalls, levees, spawning channels. The City was the sponsor for the USACE Cedar River
Section 205 Flood Hazard Reduction Project, which plays an important role in protecting the City from
major flooding that has previously caused millions of dollars in damages. In general, large sediment
deposits reduce the flood protection in the lowest 1.25 miles prior to discharging into Lake Washington.
The 2006 King County Flood Hazard Management Plan identified the dredging of this reach as a major
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-3
EXECUTIVE SUMMARY
project. Maintenance dredging occurred in the summer of 2016. The funding for the project was
provided by KCFCD at an estimated cost of $4.8 million. KCFCD is a special purpose taxing district that
was established by King County in 2007 to protect the public from injury and damage from flood hazards
and provide a proactive, regional approach to flooding. The district is especially important in county-
wide funding for the repair of levees and revetments. Cedar River flood mitigation is further described in
Section 2.4.3.3.
CEDAR RIVER LEVEE RE -CERTIFICATION
In July 2012, the City received notification from USACE that the certification issued for right and left
bank levees along the lower 1.23 miles of the Cedar River will expire on August 31, 2013, and future re-
certification will be the responsibility of the City. Certification of the levees is essential so that FEMA
accredits the levees as providing protection from the 100-year flood and avoid mapping the properties
protected by the levees (Renton Municipal Airport and Boeing 737 Plant) in the regulatory floodplain.
Levees certified to current FEMA standards must demonstrate that they meet the design, operation, and
maintenance requirements described in Title 44, Chapter 1, Section 65.10 of the Code of Federal
Regulations. The challenge presented by this effort consists of certifying the levee system based on
current standards. Upon conducting various structural, geotechnical, and hydraulic analyses in 2018, the
City determined that certain sections of the levees need to be raised to meet current freeboard
requirements, and that the levee embankment needs to be widened at certain levee to floodwall
transitions. Currently, the City is designing and permitting the required improvements to achieve FEMA
accreditation and has secured funding for design and construction from KCFCD. Meanwhile, the City
expects to maintain current floodplain designation for the protected areas (Zone X not Zone AE),
because FEMA elected to seclude the floodplain of the Lower Cedar River from the King County Digital
Flood Insurance Rate Map (DFIRM) update. By secluding the Cedar River levees (and other levees in King
County) from the update, FEMA can advance the adoption of the DFIRM and subsequently individually
assess the level of flood protection of the secluded levees. The City expects to have the levees certified
and accredited prior to FEMA taking any action in that regard.
HOWARD HANSON DAM AND GREEN RIVER VALLEY
Although now operating at full capacity, concerns over reduced storage capacity due to seepage
problems at the Howard Hanson Dam and potential flooding of the Green River Valley caused the City to
expend significant resources in flood preparedness between 2009 and 2011. In 2009, USACE notified the
City and other Green River Valley cities of several sinkholes that had formed in the right embankment of
the Howard Hanson Dam after a significant rain event in January 2009. This led USACE engineers to
believe that the right embankment could fail if they continued to operate the dam at full capacity. To
minimize risk of failure, USACE informed the Green River valley communities that it would need to
reduce storage capacity, which could result in the release of more water from the dam during extreme
rain events and result in a higher risk of flooding. In coordination with USACE, King County, and other
valley cities, the City implemented pre -disaster preparations and preventative measures and continued
these measures through 2010. To make the dam fully operational, USACE completed repairs to the dam
in the fall of 2011 and can now operate the dam to its full capacity. Further details of the Howard
Hanson Dam are discussed in Section 2.4.5.4.
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BELLEVUE • SEATTLE • SPOKANE E-4
EXECUTIVE SUMMARY
FEDERAL RULING REGARDING CULVERT BARRIERS TO FISH PASSAGE
On March 29, 2013, the US District Court for the Western District of Washington issued a permanent
injunction requiring state roads owned by WSDOT, the Washington State Department of Natural
Resources, the Washington State Department of Fish and Wildlife (WDFW), and the Washington State
Parks and Recreation Commission to operate with culvert crossings that are suitable for fish passage.
The decision reinforces treaty fishing rights granted by the federal government to Native American
tribes in Washington State dating back to the 1860s. The permanent injunction required the State to
prepare a list of all culverts with barriers to fish passage in Western Washington within 6 months.
WSDOT must also provide fish passage for culverts with barriers by 2030. Although the court ruling
focused on State-owned culverts, it is possible it could be broadened in the future to include other
governmental entities such as counties and cities. To proactively address the potential liability that the
City may face in the future, Utility will begin the process of conducting a stream inventory of all culvert
crossings. This information will be used to field survey each culvert crossing in an effort to identify fish
passage issues and develop solutions with priority rankings that can be incorporated in the utility's
Capital Improvement Project (CIP) program. Fish passage barriers are described further in Section 5.8.
FLOODING, WATER QUALITY, AND HABITAT PROBLEMS
The City identified 48 flooding problems, ranging from nuisance flooding to flooding of buildings and
arterials (in addition to potential flooding from the Green River) (see Figure 6-2 for locations). The City
aims to use CIP funds to reduce flooding for as many of these areas as possible. See the 6-year CIP in
Appendix G, which lists projects prioritized for completion in 2021-2026.
The Cedar River, May Creek, Springbrook Creek, Maplewood Creek, Black River, and Lake Washington
are all listed on Ecology's 303(d) list of impaired waters. All of these water bodies originate upstream of
the City within other upstream jurisdictions that likely contribute to downstream water quality
problems. Nevertheless, the City of Renton wants to improve stormwater quality within the City. Water
quality problems are typically addressed by the City through development regulations, operational
activities (such as street sweeping and catch basin cleaning to remove pollutants before they reach
streams), and public education.
Protecting and restoring habitat is both a City and a regional objective. The City participates in regional
water resource inventory area (WRIA) planning efforts. WRIA planning is done in response to the state
Salmon Recovery Planning Act, which in turn was a response to the Endangered Species Act listings.
Portions of the City are in two WRIAs. May Creek, Cedar River, and the East and West Lake Washington
Basins are all part of WRIA 8. The Springbrook/Black River, Cedar River, and Soos Creek Basins are part
of WRIA 9. Salmon conservation plans for WRIAs 8 and 9 were completed in 2005 with the City having
adopted these plans and are a sponsoring participant. These plans, together with other plans prepared
throughout the Puget Sound region, became part of the official Puget Sound Salmon Recovery Plan
approved by NOAA Fisheries in 2007. These plans contain recommendations for protecting and restoring
salmon habitat, from general land -use recommendations applicable throughout the watershed to small
and large, site -specific habitat restoration projects. The City plans to be a participant on many of the
identified projects located within its jurisdiction. Flooding, water quality, and habitat projects are
discussed in further detail in Section 6.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-5
EXECUTIVE SUMMARY
INCREASING OPERATION AND MAINTENANCE DEMANDS
Another challenge to the Utility is increased operation and maintenance as a result of expansion of the
service area through previous annexations. This is particularly true for the 2008 Benson Hill annexation,
which increased the City's area by 32%, increased infrastructure through new construction and
development, and added capital improvement projects. Additionally, Utility maintenance staff have
assumed responsibility for maintaining vegetation on all City right-of-way, easements and wastewater,
water, and surface water facilities. The City also assumed responsibility for maintenance of over 100
residential stormwater facilities beginning in 2012, following a new City Policy that was issued in 2010.
City staff resources were increased as a result of the Benson Hill annexation and have generally
increased in the last 5 years to keep pace with population growth. However, additional resources are
recommended to accommodate the additional operation and maintenance demands, such as increased
vegetation maintenance, assumed responsibility of residential stormwater facilities, and new NPDES
requirements.
INCREASING EMPHASIS ON ASSET MANAGEMENT AND SUSTAINABILITY
The need to effectively manage assets (e.g. pipes, structures and facilities) is crucial to the success of the
Utility's operations and its ability to meet regulatory requirements. The City is currently using a
combination of CityWorks, GIS, and GraniteNet for its asset management strategy. CityWorks is used to
track work orders. GraniteNet is used for condition assessment data and prioritization of asset
replacement or rehabilitation. GIS, integrated with CityWorks and GraniteNet, is used to display
information and track projects and maintenance activity. The asset management program was driven by
the need to assess the condition of corrugate metal pipes at risk of failure. However, it is now
recommended that the Utility expand their pipe condition assessment program to include non -
corrugated metal pipes (CMP) to capture the condition of all pipes at risk of collapse or failure.
Fostering environmental sustainability is a goal adopted by the City Council in the current (2022-2027)
business plan. Sustainability is a core principle in the operation of the Utility and Section 4.7.1 describes
how the Utility is meeting the sustainability goal set in the current business plan.
RECOMMENDATIONS
Solutions were considered to solve the City's surface water problems and future challenges, including:
• Capital projects.
• Regulatory measures.
0 Programmatic and policy measures.
In general, capital projects are best suited for addressing acute, site -specific problems, and regulatory
or programmatic measures affect the entire City. The following paragraphs summarize the plan findings.
Refer to Section 7 in the report for more detailed information.
REGULATORY COMPLIANCE:
• Develop and implement a source control program for existing land uses.
• Evaluate receiving water conditions in City watersheds and select high priority watershed
for which to develop a Stormwater Management Action Plan.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-E
EXECUTIVE SUMMARY
• Map private stormwater systems connected to the City's MS4.
OTHER FUTURE PROGRAM NEEDS AND POLICY CONSIDERATIONS:
• Continue to monitor the increased resources from infill development relative to
maintenance staff levels and make adjustments as needed.
• Continuation of Residential Plat Stormwater Management Facility and Maintenance and
Operation.
• Continuation of existing surface water initiatives, including the Mosquito Abatement
Program, Stormwater Facility Fencing Program, City -Wide Drainage Maintenance Program,
and Stream Flow/Water Quality Monitoring Program.
• Enhance the current Asset Management Program to include non-CMP pipes
• Update the Surface Water Utility System Plan every 6 years.
• Continue with agency coordination such as WSDOT, KCFCD, FEMA, USACE, and Ecology on
issues related to surface water management within the City.
CAPITAL IMPROVEMENT PROGRAM
The plan includes a comprehensive list of capital projects proposed to reduce flooding and improve
water quality and habitat. Overall, there were substantially more flooding problems identified than
could be solved within a six -year planning period. As such, a prioritization scheme was developed with
City staff to help guide the timing of project implementation. A three -tiered priority system was
developed, as summarized in the following table.
TABLE E-1:
PROJECTS TO REDUCE FLOODING
Number of
Costs (2020
Priority Level/Description Projects
dollars)
Priority 1- Highest priority projects considering such things
as public safety; flooding of arterials that potentially close
emergency vehicle access; the number of buildings flooded
15
$46.6 million
(numerous buildings vs. one or a few) and the extent of
flooding and potential cost of flood damage; and the
recurrence of flooding (how often an area gets flooded).
Priority 2 - Projects that may include many of the same
factors as the Priority 1, but that are not considered a
significant safety hazard, may flood one or a few buildings 22
$12.3 million
compared to several, or may be subject to flooding on vary
rare occasions.
Priority 3 - Third priority projects reflect projects that
temporarily flood local streets or public/private yards but do 14 $9.2 million
not result in significant safety hazards or property damage.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-7
EXECUTIVE SUMMARY
Based on current financial scenarios (discussed below), the City will plan to implement most of the
Priority 1 projects within the 6-year CIP planning period with some projects expected to extend beyond
the 6-year planning period. Priority 2 and 3 projects would be implemented in subsequent years as
funding becomes available.
OPERATIONS AND MAINTENANCE
Continue to uphold the maintenance and operation program level of service to ensure proper
maintenance of City storm systems and facilities, to protect public safety and property by preventing
flooding, and meet regulatory requirements by improving water quality and habitat.
WATER QUALITY
Several of the projects identified can integrate water quality enhancements to provide a water quality
benefit and flood reduction. While most water quality problems are being addressed primarily by water
quality programs (e.g., development regulations, operational activities such as catch basin cleaning, and
public education), to meet compliance with the NPDES Permit program, three water quality retrofit
projects are proposed that would significantly improve water quality within the City. These projects are
discussed in more detail in Section 6.
HABITAT
As mentioned previously, salmon conservation plans for WRIAs 8 and 9 were completed in 2005, with
the WRIA 8 plan updated in 2017, and adopted by the City. These plans contain recommendations for
ESA compliance by protecting and restoring salmon habitat, from general land -use recommendations
applicable throughout the watershed to small and large, site -specific habitat restoration projects.
The City is committed to helping implement the recommendations of these plans through a variety of
methods: partial funding, local sponsorship, expedited permitting, and engineering/planning
coordination. Twenty-six projects have been identified in which the City can improve habitat conditions.
No detailed cost estimates have been prepared for these projects and a very preliminary high-level cost
range between $4M and $8M is estimated. The level of local support provided by the City will vary for
each project. The list of projects is given in Table 6-6 of this plan and their locations are shown on Figure
6-4.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE E-8
SECTION 1
HISTORY, ACCOMPLISHMENTS, AND GOALS
1.1 INTRODUCTION
This Surface Water Utility System Plan (SWUSP) examines the existing surface water management
program with the primary focus of identifying and solving flooding, erosion, habitat, and water quality
problems as well as meeting regulatory requirements. The SWUSP is also intended to guide
programmatic and capital improvement needs for the City of Renton's Surface Water Utility (Utility) for
the next six years and beyond. This includes identifying and developing long-term solutions, prioritizing
projects that reflect the community's needs, quantifying operation and maintenance (O&M) needs of
the Utility, and making sure that there is adequate funding to implement recommendations.
1.2 HISTORY, PROGRAM DESCRIPTION, AND ACCOMPLISHMENTS
The City of Renton (City) was incorporated in 1901. Early land alterations in the City included dredging,
channelizing the Green and Cedar Rivers to improve navigation, constructing rail corridors and coal
mines, and clearing land associated with agriculture and forestry. Flood control within Renton during the
early 1900s consisted of drainage courses made to protect forests and agricultural practices. As the
population grew, the lowlands changed from forest and agriculture to urban development. This urban
development included heavy investments into industrial activities, because Lake Washington, the lower
Cedar River, and the Duwamish waterway were all transportation corridors where industrial activity
existed.
Adjacent areas have been annexed to the City since its initial incorporation and additional annexations
will likely continue in the future. Portions of Utility's infrastructure (facilities and conveyance systems)
are aging and in need of repair and improvement. This aging infrastructure coupled with new
development must be maintained, managed, and implemented in a way that meets regulatory
requirements, enhances the City's existing storm drainage system, and does not exacerbate existing
problems.
Utility was created in 1987 as an entity within the Public Works Department, Utility Systems Division to
maintain, manage, and implement the City's Surface Water Management (SWM) Program. At that time,
its main task was to focus on quantity -related flooding problems through the planning, design,
maintenance, and construction of public drainage facilities; review and approval of the construction of
private drainage facilities; and improving maintenance of existing facilities. The surface water program
has evolved over the years as described below.
1.3 UTILITY MISSION
Utility's mission is to serve our customers by sustainably managing the quantity and quality of surface
water runoff in the City to reduce flood hazards, protect public safety, prevent property damage, improve
water quality and protect fish and environmental resources. Where applicable, the City will coordinate
the management of the system with other regional and adjacent jurisdiction efforts.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 1-1
HISTORY. ACCOMPLISHMENTS. AND GOALS
The desired outcome of Utility programs and services is to reduce flooding hazards and to help protect
the environmental, recreational, and aesthetic uses of the City's streams, lakes, rivers, and wetlands,
which contribute to the livability and appeal of the community.
1.3.1 PROGRAM DESCRIPTION AND ACCOMPLISHMENTS
The Engineering and Maintenance and Operations program includes the following activities:
1. Maintaining, operating, repairing, replacing, and improving the City's storm system
infrastructure.
2. The planning, design, permitting, and construction of surface water projects as part of
Utility's Capital Improvement Program.
3. Regulatory compliance with state and federal regulatory requirements associated with the
Western Washington Phase II Municipal Stormwater permit, the Clean Water Act (CWA), the
Federal Emergency Management Agency (FEMA) National Flood Insurance Program, and the
Endangered Species Act (ESA).
4. Customer service regarding drainage complaints, flooding and water quality problems,
utility billing, and other technical assistance regarding surface water management, along
with public education, public involvement, and stewardship programs.
5. Technical assistance to other City Departments and Divisions (Transportation, Planning,
Development Services, and Community Services) regarding drainage improvements in their
projects, critical area protection standards, and compliance with Surface Water design
standards.
6. Manage City's compliance with the Community Rating System (CRS) Program within the
National Flood Insurance Program (NFIP).
7. Secondary review of new private development construction for compliance with surface
water design standards and updating of design standards for new construction.
8. Storm system GIS mapping and management of Utility assets.
9. Emergency management, planning, and response associated with flooding and other
disasters.
10. Coordination with other cities, counties, along with state and federal agencies, on regional
surface water management topics related to flooding, water quality, and habitat.
11. Watershed management, including planning and investigative studies.
Utility serves approximately 24,465 customers and is responsible for the maintenance, repair, and
replacement of approximately 286 miles of drainage pipeline and culverts, along with approximately 24
miles of open channel conveyance systems. Utility is responsible for the maintenance, repair, and
replacement of approximately 17,043 drainage structures, three stormwater pump stations, and 435
publicly maintained flow control (detention) and water quality treatment facilities, including ponds,
vaults, tanks, bioswales, and Filterra units. The Utility is responsible for the management of
approximately 136 acres of City owned parcels with flow control facilities, water quality facilities, and
pump stations within the City that are not public right-of-way.
Some of the significant accomplishments of the Surface Water Utility include:
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 1-2
HISTORY. ACCOMPLISHMENTS. AND GOALS
• Completing over $85.7 million in Surface Water Utility Capital Improvement Projects
between 1992 and 2020.
• Basin planning efforts in the May Creek, Cedar River, and Black River Basins.
• Completed the Cedar River Section 205 Flood Hazard Reduction Project that included
dredging the lower 1.25 miles of the Cedar River, construction of associated levees and
floodwalls, constructing multiple mitigation spawning channels and maintaining the facilities
to comply with the USACE FEMA Program. This project included dredging the Lower Cedar
River twice: in 1998 and 2016.
• Produced updated digital flood insurance rate maps (DFIRMs) and flood studies along 5
miles of the lower Cedar River and 2.8 miles along Springbrook Creek.
• Implemented a significant number of the flooding and riparian habitat improvements
identified in the Eastside Green River Watershed Plan, including replacement of major
culvert crossings at SW 34th Street and SW 27th Street.
• In partnership with WSDOT, developed the 124-acre Springbrook Creek Wetland and
Habitat Mitigation Bank.
• Received over $50 million in grants and matching funds from various agencies and taxing
districts including FEMA, KCFCD, USACE, WSDOT, Ecology, King County, and the King
Conservation District and Drainage District #1 that were applied to City projects to reduce
flooding and improve water quality and stream habitat.
• Completed green street connections projects that combined water quality retrofits with
drainage improvements.
• Addressed miscellaneous emergency stormwater projects and numerous small drainage
problems.
1.4 UTILITY GOALS
Utility's goals include flood risk reduction, water quality improvement, and aquatic habitat and
environmental resource conservation, while carrying out the policies and priorities set by elected
officials and the City's business plan.
The Surface Water Utility provides five basic services:
• Flood risk reduction.
• Regulatory and water quality compliance.
• Aquatic habitat and environmental resource protection.
• Maintenance of the storm water system.
• Customer service.
Flood risk reduction involves protecting public safety by preventing flood damage to property and
preventing disruption of mobility and critical services caused by stormwater flows that exceed system
capacity. This is accomplished primarily through the planning, design, construction, operation and
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 1-3
HISTORY. ACCOMPLISHMENTS. AND GOALS
maintenance of channels, pipes, roadside ditches, culverts, detention ponds, and natural and man-made
open water courses.
Regulatory and water quality compliance programs reduce pollution through public education and
involvement, implementation of regulations (inspections and code enforcement of commercial and
residential facilities), maintenance of infrastructure (through system catch basin cleaning, and other
activities), and capital projects that provide treatment and reduce pollutants. This program is largely
driven by required compliance with the Clean Water Act (CWA) and the NPDES Phase II Municipal
Stormwater permit as described in Section 1.3.1, but is also important for maintaining the aesthetics
and livability of the community. Often water quality capital projects are integrated into flood risk
reduction projects. This program area also includes addressing sources of pollution and implementing
management practices that reduce non -point pollution in stormwater from public and private sources.
The aquatic habitat and environmental resource protection program area involves identifying and
preserving existing habitat; identifying high -quality stream habitat in the City; implementing
development standards that protect environmental resources including critical areas such as streams
and wetlands and their buffers; improving water quality; providing public education; and coordinating
public efforts to protect or enhance habitat.
The Utility provides customer service by providing responses to questions and complaints, public
education, flood hazard monitoring and response assistance during flood events.
1.5 PLAN DEVELOPMENT PROCESS
In developing this Plan, representatives from various City Departments were included in identifying
current flooding, water quality, erosion, and habitat problems within the City. City staff also assisted in
identifying the level and cost of current programmatic responsibilities and developing priorities for
future capital and programmatic needs. Those involved during development of the Plan included staff
from Surface Water Engineering, Maintenance Services, Community and Economic Development
Services, and Finance.
In addition, as part of the development of the capital improvement program and programmatic needs,
workshops were held with City staff to discuss the existing program, NPDES permitting requirements,
and stormwater infrastructure maintenance.
Utility engineering and maintenance personnel and management participated in identifying and
reviewing capital stormwater improvement projects that need to be programmed in the future. The list
of major storm system deficiencies was augmented based on citizen complaints. Utility staff also
reviewed King County complaints in annexed areas in order to identify problems related to flooding,
water quality, and habitat/environmental preservation.
The public will be involved in the process of developing this Plan through the State Environmental Policy
Act (SEPA) process. A draft of this Plan will be included on the City's website for the public to view and
provide comments. Copies of the draft SWUSP will be available for public download and review, and the
public is always invited to attend City Council meetings or committee meetings that discuss this Plan.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 1-4
SECTION 2
101 :_ ►_ ► _►
2.1 INTRODUCTION
This section contains descriptions of the study area, the existing surface water system, and the drainage
basins within the City of Renton and tributary portions of the City's urban growth areas.
2.2 STUDY AREA GENERAL DESCRIPTION
The major drainage basins within the city limits and Urban Growth Boundary (UGB) include portions of
the May Creek Basin, the Cedar River Basin, the Black River Basin, the Soos Creek Basin, and a portion of
the Lower Empire subbasin of the Duwamish River Basin. The May Creek, Cedar River, and Soos Creek
Basins extend upstream outside the current city limits into the UGB and unincorporated King County.
The Duwamish River Basin extends downstream to the northwest beyond the city limits. In addition to
these larger drainage basins within the city limits, there are several smaller basins that empty directly
into Lake Washington and comprise the East Lake Washington and West Lake Washington Basins. The
basins are shown on Figure 2-1. Table 2-1 summarizes the total basin areas as well as the area of each
basin within the city limits and the area of the basin outside the city limits and within the UGB. The
South Lake Washington Basin is excluded from the study area, because it consists entirely of private
property and private stormwater conveyance systems.
The drainage basins within the Renton city limits and UGB have undergone extensive modifications due
to various residential and industrial developments in the area. The drainage basins were heavily
forested in the 1860s when coal deposits were discovered in the region prior to early settlement of the
Renton area. Between the 1860s and the 1890s, coal mining and logging flourished throughout the
region. Following closure of the mines, the logging and lumber mills remained, and much of the existing
forests were cleared. Urban development began during the early part of the 20th century as the valley
areas were settled by crop and dairy farmers. The City of Renton was incorporated in 1901 (HDR, 1995).
Before the area was settled, the Cedar River and Lake Washington flowed via the Black River into the
Green River and the Duwamish estuary. At that time, this watershed accounted for 692 square miles
from the Lake Washington basin to the Duwamish Estuary. The majority of this area was the 607 square
mile Cedar River watershed. In addition, the White River was once a major tributary of the Green River,
adding an additional 494 square miles to the total Green River drainage area. Today, the White River is
part of the Puyallup River watershed. The Cedar River flows into Lake Washington and is a separate
watershed from the Green River.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 2-1
Du
t
hMm
West Lake Washington M Orting Hills
rBryn Mawr
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Figure 2-1 — Renton City Limits
Surface Water Drainage Basins
Surface Water Utility Urban Growth Boundary
Comprehensive Plan jN Watercourse
\ 0 0.5 1 2 Miles Streets
y
Drainage Basin Boundary
DRAINAGE BASIN AND SERVICE AREAS
TABLE 2-1:
RENTON DRAINAGE BASIN AREAS
Basin Area between
Potential
Current City Limits
Future
Basin Area
and the Urban
Surface Water
Total Basin within Current
Growth Boundary
Utility Service
Basin
Area' City Limits2
(UGB)3
Area
(square miles) (square miles)
(square miles)
(square miles)
May Creek
13.8 2.8
0.5
3.3
East Lake
Washington
4.4 2.9
0.0
2.9
Cedar River
25.3 7.5
7.0
14.5
West Lake
Washington
16.5 0.5
1.9
2.4
Black River
20.2 8.1
0.1
8.2
Soos Creek
12.3 1.5
1.4
2.9
Duwamish
16.0 0.1
0.8
0.9
Total Square Miles
108.5 23.4
11.7
35.1
1. Areas determined using
the subbasin delineations provided by the City.
2. Areas determined using
the city limits provided by the City.
3. Areas determined using
the city limits and UGB provided by the city.
4. Areas determined as
basin area within current city limits plus area between the current city limits and UGB.
In anticipation of lowering Lake Washington as a result of the construction of the Hiram Chittenden
Locks, the Cedar River was diverted into Lake Washington between 1912 and 1916. The Black River,
which previously drained Lake Washington, dried up in 1916 when the water level in Lake Washington
lowered. The following list gives a general history of the Green and Cedar River areas:
1911 White River permanently diverted from Green River to Puyallup River.
1912 Masonry Dam closed on the Cedar River and drinking water diverted for the City of
Seattle.
1913 Drinking water diversion on the Green River constructed by the City of Tacoma.
1916 Lake Washington outflow directed to Hiram Chittenden Locks and lake levels lowered 9
feet.
1916 Cedar River discharge diverted from the Black River to Lake Washington, and due to the
lake lowering, the Black River dried up, except for drainage from Springbrook Creek.
1917 Duwamish Waterway constructed.
1940s Most of Green/Duwamish wetlands converted to developed land.
1962 Howard Hanson Dam built for Green River flood control.
These major actions reduced flood risk and improved navigation and provided drinking water. They also
created two distinct watersheds, WRIAs 8 and 9.
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BELLEVUE • SEATTLE • SPOKANE 2-3
DRAINAGE BASIN AND SERVICE AREAS
2.3 EXISTING SYSTEM DESCRIPTION
Renton's drainage system consists of built facilities and natural channels that convey and treat surface
water prior to its discharge into receiving waters. Prior to 1987, when Utility was formed, the City storm
drainage facilities were managed within the street and roadway programs, and there was no dedicated
staff that focused on the storm water system. As a consequence, the City lacked problem identification,
inventory data, and other system details due to the lack of a dedicated stormwater utility.
Since forming, Utility has developed Geographic Information System (GIS) of the Utility's storm system
infrastructure. The GIS mapping shows the location of the infrastructure, type of asset, and other data
associated with the asset. The Storm System Inventory Maps generated using GIS, and the associated
GIS inventory, are incorporated as part of this Plan by reference. The inventory includes the sizes,
lengths, type and characteristics of facilities that are known to be the responsibility of the City. Maps are
located online here:
http://rentonwa.gov/city hall/administrative services/Information technology/maps g i s data
The following sections provide a general description of the built drainage system components according
to function, which primarily includes conveyance and stormwater (water quality and flow control)
facilities. Table 3-3 summarizes the estimated quantity of drainage system infrastructure and Figure 2-2
and 2-3 show all of the publicly maintained flow control and water quality facilities located within the
City, respectively.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 2-4
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DRAINAGE BASIN AND SERVICE AREAS
2.3.1 CONVEYANCE
Conveyance system components, both natural and constructed, collect and transport surface water or
stormwater runoff within a drainage basin from one location to a location further downstream. There
are several types of constructed conveyance system components described in the following sections.
Constructed conveyance systems are designed based on hydrologic predictions of peak flow events for
the drainage area; therefore, accurate hydrologic models and predictions are critical to the successful
design and function of conveyance infrastructure. Recent studies conducted by the UW Climate Impacts
Group indicate that future rain events in the Pacific Northwest will likely be more intense, and King
County is developing projections of changes in precipitation to inform stormwater management within
King County (Mauger et al., 2018).
2.3.1.1 Stormwater Pipe
The City's stormwater pipes range in diameter from 6 inches to 7 feet and convey stormwater to outfalls
that discharge into the City's streams and rivers or into Lake Washington. Concentrated flows disperse
at the outfall through energy dissipation systems. Some stormwater pipes have storage or water quality
treatment structures built into the system as described in Sections 2.3.2 and 2.3.3. The storage or
detention pipes within the City's stormwater system are up to approximately 12 feet in width and 8 feet
in height. The total length of pipe within the City is summarized in Table 2-2.
2.3.1.2 Culverts
Culverts are short sections of pipe or concrete box structures used to convey stormwater under
embankments or roads. Culvert pipes are usually circular concrete or corrugated metal. Some culverts
are reinforced concrete 4-sided boxes, or three -sided (i.e., open bottom) with gravel substrate for
fish -friendly passage. Headwalls sometimes are located at the inlet and/or outlet of culverts to prevent
undermining, deflect flow, and reduce erosion of slopes around the culvert. Frequently, there is an
energy dissipation structure at a culvert outlet if exit velocities are high. Culverts within the City's
stormwater system are up to 21.5 feet in height by approximately 12 feet in height.
2.3.1.3 Pump Stations
Pump stations are used to convey runoff flow downstream from low-lying or closed depression areas
that cannot be served by a gravity system. The City has three publicly maintained pump stations. One
pump station is located at the Rainier Ave S/BNSF railway underpass with a capacity of 6,500 gallons per
minute (GPM) (Washington State Highway Commission, 1960), and one is located at the Oakesdale Ave
SW/1-405 underpass with four 1,100 GPM pumps (City of Renton, 2012). The third pump station is
located in Tukwila at SW 271h/ Strander Blvd and has a capacity of 6,750 GPM (BergerABAM, 2011).
2.3.1.4 Catch Basins
Catch basins are typically concrete structures with underground sumps that connect the piped storm
drain system. Often, they have open grates and are located along the curb line to collect runoff from
roads or gutters. The City mostly has type 1, type 2, and type 3 catch basins with differing catch basin
inlets, depending on the road grade and orientation to the road curb. In some older systems there may
be brick catch basins that were converted from older sewer systems or older combined systems. Most
catch basins also provide some level of water quality treatment, as sediment is deposited within the
sump (see Section 2.3.2.3). The total number of catch basins within the City is summarized in Table 2-2.
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TABLE 2-2:
SURFACE WATER MANAGEMENT INVENTORY DATA'
Type of Facility Quantity Unit
Catch Basins/manholes2
17,043
Each
Drainage Pipe/Culverts2
286
Miles
Facilities — City Maintained3
435
Each
Facilities — Private3, 4
787
Each
Table does not include ditches.
Quantities were estimated in 2020 using information available from the City's GIS. Note
that this quantity does not include private systems.
Facilities include ponds, vaults and tanks, wetponds, bioswales, Filterras, etc.
Quantities estimated in 2020 using information available from the City's GIS
The quantity for private facilities includes residential subdivisions, commercial and
industrial sites, and facilities not owned by the City.
2.3.1.5 Ditches
Ditches are constructed earth channels, generally lined with vegetation, but sometimes with asphalt,
rock, or concrete, that convey stormwater in areas not served by piped systems.
2.3.2 WATER QUALITY TREATMENT FACILITIES
Water quality treatment facilities remove pollutants from stormwater runoff. Water quality treatment
facility types consist of vegetated flowpath, wetpool, oil control, bioretention, filtration, and emerging
technology.
2.3.2.1 Vegetated Flowpath Facilities
Vegetated flowpath facilities, such as biofiltration swales and filter strips, remove pollutants through
particle settling and to a lesser extent, absorption or adsorption onto grass or soil. Biofiltration swales
are grass -lined, gently sloped ditches that provide water quality treatment of polluted stormwater
runoff. The shape, slope, width, and length of the swale are designed to provide water quality
treatment. Biofiltration swales may be wet or dry swales with different grass mixtures determined by
type, soil, width and slope characteristics. Filter strips are sloped grassy areas that remove pollutants
from adjacent impervious surfaces.
2.3.2.2 Wetpool Facilities
Wetpool facilities such as wetponds, wetvaults, and stormwater wetlands are facilities that store a large
permanent volume of water that allows for the settling (removal) of pollutant particles from stormwater
runoff. Stormwater wetlands are constructed shallow ponds that treat stormwater through the
biochemical and physical processes of aquatic plants.
2.3.2.3 Catch Basins and Oil Control Facilities
The sump at the bottom of most catch basins is used to capture sediment and other debris from
incoming stormwater. A trapped outlet (e.g., elbow or tee) that prevents most floating debris and oil
from leaving the catch basin is sometimes used.
Oil control facilities include baffle and coalescing plate oil/water separators. These structures are
specifically designed for the removal of oil and other petroleum pollutants that are carried in
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stormwater runoff from parking areas and streets. Oil/water separators are generally underground
vaults and trap sediments and floatable materials in addition to removing oil.
2.3.2.4 Bioretention
Bioretention facilities include cells, swales, and planters. Cells are landscaped shallow depressions.
Swales are similar in design to cells, but also convey stormwater runoff. Planters are vertical walled
containers that allow for infiltration. These facilities treat stormwater runoff through chemical,
biological, and physical processes associated with plants and engineered soils.
2.3.2.5 Other Surface Water Quality Treatment Facilities
Other surface water quality treatment facilities include filtration and emerging technology. Filtration
facilities, such as sand filters, sand filter vaults, and linear sand filters, trap pollutants in or on sand
particles. Emerging technologies include proprietary and public domain facilities. Proprietary facilities
are protected by intellectual property rights and typically contain a filtering device that removes
stormwater pollutants. Public domain facilities, such as media filter drain and compost amended
biofiltration swales (CABS), remove pollutants through chemical, biological, and physical methods.
2.3.3 FLOW CONTROL FACILITIES
Flow control facilities consist of retention/detention ponds and underground storage facilities (vaults
and pipes) as well as infiltration ponds, tanks, vaults, trenches, manufactured systems, and catch basins.
The purpose of these facilities is to temporarily store stormwater so that it can be released at a
controlled rate to downstream receiving water bodies or into the ground. Flow control facilities thereby
reduce increases in runoff rates from new and redevelopment construction projects to prevent
downstream flooding and erosion and to protect habitat. The total number of facilities within the City,
both privately -owned and City -owned, are summarized in Table 2-2.
2.3.4 ON -SITE BMPs
Changes to land cover associated with proposed development and redevelopment projects within the
basin can impact storm and surface water runoff, which results in changes to basin hydrology and water
quality. Therefore, the impacts from installation of new impervious, new pervious, existing impervious,
and replaced impervious surfaces associated with development must be mitigated by on -site best
management practices (BMPs). On -site BMPs are methods for reducing or preventing development -
related increases in runoff at the source of the increase and include, among others, dispersion of runoff
using preserved native vegetation or other pervious surfaces, permeable pavements, bioretention,
infiltration systems, and reduction of the development or redevelopment footprint. The selected and
implemented on -site BMPs vary between projects and must be selected based on site conditions
following the guidance outlined in the City's Surface Water Design Manual.
2.4 DRAINAGE BASINS
The purpose of this section is to characterize the stream and river drainage basins in the City and its UGB
and to summarize the status of the Renton Surface Water Utility basin planning efforts.
Drainage basins and subbasins are defined as areas of land where precipitation collects and drains to a
common outlet, such as a river and its tributaries, a bay, or other body of water. Precipitation is
conveyed through a drainage basin by natural means, such as streams and rivers, or by constructed
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means, such as storm drain systems. The basins, subbasins, and various conveyance systems are
described in terms of several attributes including physical features, water quality, habitat, ongoing
planning efforts, and land use. Land use attributes are typically described in terms of historical, current
and future conditions to better understand impacts of development to the basin.
Basin water quality can be quantified using the Water Quality Index (WQI). The WQI, originally
developed by the Environmental Protection Agency (EPA) Region 10, was adapted by Ecology for use in
Washington State. Ecology's WQI is a rank of water quality for eight constituents in relation to the
criteria established by Washington's Water Quality standards (WAC 173-201A) and guidelines for
conditions in a specific ecoregion. The WQI attempts to integrate a series of key water quality
parameters into a single number, ranging from 1 to 100, with higher numbers indicating better water
quality. This can then be used to compare different sampling locations over time. The key water quality
parameters influencing the WQI at a specific sampling location are dissolved oxygen, pH, total
phosphorus, total nitrogen, turbidity, total suspended sediment, temperature, and fecal coliform
bacteria (Hallock, 2002). Measurements of these parameters are aggregated over time for each sample
station. Sample stations scoring 80 and above meet water quality standards or guidelines and are of
"low concern," scores 40 to 80 indicate "moderate concern," and water quality at stations with scores
below 40 are of "high concern." King County is using Ecology's version of the WQI. This WQI may be
modified in the future as criteria change and other information becomes available.
The major drainage basins located within the city limits and UGB are:
• May Creek Basin
• East Lake Washington Basin
• Cedar River Basin
• West Lake Washington Basin
• Black River Basin
• Soos Creek Basin
• Duwamish River Basin
Information is presented according to the individual drainage basins and their respective subbasins.
Subbasins and minor basins are described as they occur within each of the major basins. Basin statistics
are summarized in the Basin Report Cards located in Appendix B.
Estimates of predicted peak flows for each basin within the city limits presented in the following
sections were obtained from previously conducted hydrologic and hydraulic studies. The available
information comes from studies with varying dates and in each case the date of this information is
presented. The studies that produced these flow results were performed to varying levels of detail and
employed different hydrological methods and models. Several of the modeling efforts were completed
prior to the implementation of current standards for new developments involving greater stormwater
detention. As such, it is possible that the future flows presented in these previous modeling efforts are
overestimated. Modeling results included in the following sections are based on the basin delineations
shown in Figure 2-4. The delineations shown in Figure 2-4 have been revised since these modeling
efforts were completed, as illustrated in Figure 2-1. However, as no recent modeling efforts have been
completed based on the revised basin delineations, Figure 2-4 is included for reference for the entirety
of Section 2.4
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Information from other planning studies, reports on previous flooding events, and data provided by City
staff were also used. A list of reports used to prepare this information is included in the References
section.
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2.4.1 MAY CREEK BASIN
The May Creek Basin originates northeast of the city limits on the forested slopes of Cougar and Squak
Mountains and the Renton Plateau. It drains a total of 14 square miles as it flows northwest through the
City to Lake Washington. This basin includes the Honey Creek, Greenes Creek, RH Creek, May Creek,
and Lower May Creek subbasins within the City. The May Creek Basin is located in WRIA 8, north of the
Cedar River drainage basin, south of the Coal Creek and Tibbetts Creek drainage basins, and west of the
Issaquah Creek drainage basin. The eastern portion of the basin contains low density residential and
agricultural developments and large regional parks in the highlands. Historical logging, farming, and
mining practices have been replaced by residential development in tributary basins, which still contain a
significant amount of open space. The western lowland portion of the basin contains fairly dense
residential development with a stream gradient increase that has formed a canyon before opening up
into Lake Washington (King County, 2016).
The May Creek Basin contains a number of tributaries, including Honey Creek, Gypsy Creek, and Greenes
Creek located within the city limits, and Newport Hills Creek, Boren Creek, Long Marsh Creek, and others
located outside of the city limits. Portions of Honey Creek have been channelized, but it remains
predominately a natural stream in the upper reaches. The newer subdivisions within the lower basin
contain piped drainage systems, but the older developed areas still contain a number of systems with
open ditches. The mainstem of May Creek is in park land and runs through a steep, narrow, wooded
canyon before reaching its outlet at Lake Washington.
Poorly functioning surface water conveyance systems have caused large landslides and major localized
erosion along May and Honey Creeks in several locations (King County, 2001).
2.4.1.1 Basin Water Quality
May Creek is listed as impaired for fecal coliform bacteria and temperature on Ecology's 303(d) list
(Listing ID 13124) of water bodies that exceed state water quality standards. A 25-year (1979-2004)
trend analysis of May Creek data indicated that water temperature, conductivity, and ammonia -nitrogen
have increased significantly, but pH, total suspended solids (TSS), and nutrient concentrations (ortho-
phosphorus, nitrate, and total nitrogen) have decreased (King County, 2016). WQI indicates that as of
July 2020, May Creek's 2018 water year Water Quality Index score was 70 out of 100. May Creek is listed
for temperature, fecal coliform bacteria, and bioassessment on the state's 2016 303(d) list. Input of
waste to the creek from livestock and septic systems on the upland plateau likely contribute to the
presence of fecal coliform within the creek.
Sediment acts as a vehicle of delivery for phosphorous and toxins to water bodies in this basin. High
temperatures are also affecting water quality in this stream, partially due to basin development
activities and replacement of native vegetation in non -riparian areas.
2.4.1.2 Basin Fish Habitat
The 2001 May Creek Basin Action Plan describes fish habitat in the basin (King County, 2001). The May
Creek system provides habitat elements that support coho and sockeye salmon, and sea -run cutthroat
and rainbow trout. Despite the lack of physical habitat elements that would typically support a large
chinook salmon population, there has been a historical run of chinook in the creek. There are good
spawning grounds at the deltas formed by the confluence of tributaries with the mainstem. However,
sediment eroded from streams in the Highlands and East Renton Plateau is gradually reducing the
capacity of the May Creek channel in May Valley and degrading fish habitat. Furthermore, habitat
complexity is limited by the lack of large woody debris in the basin streams. This results in a relative
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scarcity of pools, which are an important component of stream habitat. The portion of the stream within
the shoreline planning area provides spawning habitat, but all species migrate upstream past the ravine
to spawn and rear in May Valley reaches.
2.4.1.3 Basin Planning Status
May Creek and its subbasins were the subject of an extensive study, the May Creek Current and Future
Conditions Report (May Creek Report) (King County, 1995a). This study, administered by the King County
Department of Public Works, Surface Water Management (SWM), with the support of the City,
documented hydrology, erosion, sedimentation, water quality, and aquatic habitat in the basin.
The City and King County also entered into an interlocal agreement for the development of the May
Creek Basin Action Plan (May Creek Plan) (King County, 2001). The May Creek Plan was adopted by King
County, the City of Renton, and the City of Newcastle. It used the information assembled in the May
Creek Report to develop plans for remediation and restoration in the basin. The May Creek Plan focused
on a five-year window to implement recommendations. Projects completed since 2001 include
placement of large woody debris and outfall projects to correct ongoing hillside erosion.
2.4.1.4 Basin Hydrology
As part of the May Creek Report work, King County modeled stream flows using the Hydrologic
Simulation Program - Fortran (HSPF). The HSPF model used recorded stream flow data from May Creek,
rainfall data, and land use and channel geometry information to make long-term hydrologic simulations.
Predevelopment (forested), current (1995 conditions), future, and future mitigated (with runoff
controls) land use scenarios were modeled to evaluate the effects of land use changes on hydrologic
conditions in the basin (King County, 1995a).
The proportion of effective impervious area has increased from 0% under predevelopment conditions to
a basin -wide average of 7% under 1995 conditions (King County, 1995a). Most of this impervious surface
area is in the western and southern portions of the basin, in or near the Renton city limits.
Peak flows have increased as a result of this increase in impervious area and land clearing. Erosion has
occurred in the hillsides above May Valley, causing flooding and sediment deposition in the valley area,
erosion in the canyon downstream of the valley, and flooding and sediment deposition in the area near
the mouth of May Creek.
Future land use assumptions (in 1995) were based on full development in the basin in accordance with
the future land use plan developed by the City and King County as part of the growth management
process. This development was predicted to increase the effective impervious area for the entire May
Creek basin from 7-12%. Some of this increase in imperviousness has occurred since the estimate in the
1995 plan.
Table 2-3 presents results from the May Creek Report HSPF model for predicted peak flows for each
May Creek tributary that lies within the City for the 2-, 10-, 25-, and 100-year recurrence events. The
table shows flows for 1995 conditions and future conditions without mitigation of flows through the use
of stormwater regulatory controls such as retention/detention ponds and infiltration systems.
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TABLE 2-3:
PREDICTED PEAK FLOWS (CFS) FORTH E MAY CREEK TRIBUTARIES WITHIN THE CITY OF RENTON
2-Year 10-Year 25-Year 100-Year
Peak Flows Peak Flows Peak Flows Peak Flows
Tributary Name 1995 Future' 1995 Future' 1995 Future' 1995 Future'
Lower May Creek 341 452 556 706 666 845 835 1069
Honey Creek 63 81 85 101 95 110 109 123
Gypsy Creek 16 25 25 39 30 47 38 60
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development. Therefore, these future condition predictions are likely overstated.
Source: May Creek Current and Future Conditions Report (King County 1995a)
2.4.1.5 Lower May Creek Subbasin
The Lower May Creek subbasin (see Figure 2-1) has a total area of 0.82 square miles, with 0.77 square
miles within Renton city limits. Gypsy Creek joins May Creek within the Lower May Creek subbasin, and
Honey Creek joins May Creek at the upstream end of the Lower May Creek subbasin. The East
Kennydale catchment is a portion of the Lower May Creek subbasin, but was analyzed as a separate
subbasin in the hydrologic analysis.
Lower May Creek flows through a canyon and an alluvial fan downstream of the canyon. The stream is
contained within the canyon walls until it reaches the alluvial fan, which is located on the downstream
(west) side of 1-405. The canyon slopes up to a plateau with suburban residential development.
Hydrology -1995 Conditions: Although the hillslope areas that drain into the Lower May Creek subbasin
canyon are highly developed, the May Creek canyon itself has not been developed. This is because the
canyon is narrow and has steep and unstable side walls. Increased peak flows from the tributaries
contribute to the erosion in the canyon. Sediment from this erosion is moved by the stream to the
alluvial fan near its mouth, where it deposits along the Lake Washington shoreline.
The majority of the development that has occurred along Lower May Creek is on, or adjacent to, the
alluvial fan near the mouth of the stream. The additional runoff from new development on the alluvial
fan adds a relatively small amount to the peak flows traveling down the mainstem of May Creek. As a
result, development on the alluvial fan causes few hydrologic and flood -related problems to the
mainstem of May Creek. However, some localized flooding outside of the creek's floodplain does occur
because of undersized conveyance systems.
Prior to development, 2-year peak flows traveling in the mainstem of May Creek were 30-50% smaller
than the peak 2-year flows under 1995 conditions (King County, 1995a). Additionally, the 2-year
predevelopment peak flows entering the Lower May Creek subbasin from the tributaries, such as Gypsy
Creek and Honey Creek, were much smaller (less than 50%) than the 2-year peak flows under 1995
conditions. In 1995, the mean annual flow of May Creek was 14 cubic feet per second (cfs) upstream of
Coal Creek Parkway, and approximately 26 cfs in the lower reach.
Hydrology - Future Conditions: Future development in the Lower May Creek subbasin will probably be
limited to areas outside of the canyon. Consequently, any expected increases in peak flows will result
primarily from increased peak flows entering the canyon from May Valley and tributaries draining the
plateau region to the east. Some additional development is also expected for the alluvial fan area
downstream of the canyon.
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Table 2-3 presents predicted increases in future peak flows compared to 1995 conditions. As noted in
the table, these projected increases are likely overstated, because the 1995 modeling effort did not
consider stormwater runoff controls such as retention/detention and infiltration systems for new
development and redevelopment.
2.4.1.6 Honey Creek Subbasin (Drains to Lower May Creek)
Most of the Honey Creek subbasin is located within the City of Renton on a flat, upland area known as
the East Renton Plateau. A total of 1.38 square miles of the 1.58 square mile subbasin in within City
limits and the Honey Creek confluence with May Creek is also within the Renton city limits. Honey Creek
is the largest of the plateau tributaries and drains several major commercial areas along Sunset
Boulevard NE, in addition to several fully developed neighborhoods. This subbasin has the highest
density of urban land cover in the watershed.
Hydrology -1995 Conditions: King County estimated 2-year peak flows for lower Honey Creek have
tripled to 63 cfs under 1995 conditions from the predeveloped (forested) condition, while the County
estimated 100-year peak flows have doubled to 109 cfs. These increases have been caused by
residential and commercial development and the creation of impervious surfaces. A result of the
increased peak flows is additional scour and erosion from the steep slopes between the plateau and the
mainstem of May Creek. Major sediment movement into May Creek has an adverse impact on the
creek's habitat and wildlife, as well as resulting in property damage due to gully erosion and culvert
blockage.
Hydrology - Future Conditions: Future land use planning for the Honey Creek area includes high -density
single-family homes and commercial development. Future effective impervious area is expected to
exceed 40% in the middle Honey Creek subbasin. However, because of the relatively high amount of
development that already exists in the area, future development will not greatly increase runoff from
this subbasin.
Relatively, the 100-year peak flows will not increase as much as 2-year flows for the subbasin. This is
partially due to a constriction in the stream channel in the vicinity of the King County sewer trunk line.
As modeled, the channel at that location is contained within two culverts that limit downstream peak
flows to approximately 60 cfs (King County, 1995a). This limit on peak flows helps to protect the
downstream channel, but may also result in localized flooding around the culverts.
2.4.1.7 Gypsy Creek (Drains to Lower May Creek)
Gypsy Creek is the furthest downstream of the May Creek tributaries on the north side of the May Creek
Basin. It enters May Creek in an alluvial fan area that is moderately sloped. The gradient then steepens
considerably as Gypsy Creek climbs out of the canyon to an upland plateau. The canyon channel has
been recently incised and delivers significant amounts of sand to May Creek. The plateau area is partially
developed with residential and rural residential areas. Only a small portion of the Gypsy Creek subbasin
within the City of Renton has a piped drainage system.
Hydrology - 1995 Conditions: The Gypsy Creek confluence with May Creek is within the Renton city
limits. Within the Gypsy Creek subbasin, the effective impervious area is approximately 11% under 1995
conditions, with peak flows for the 2-year storm of 16 cfs (Table 2-3). Predicted peak flows for the
25-year and 100-year events under 1995 conditions are 30 and 38 cfs, respectively.
Hydrology - Future Conditions: The effective impervious area is expected to increase from 11% to 20%
under future conditions for this subbasin. Because of this increase in imperviousness, Gypsy Creek peak
flows are expected to increase. It is noted however, that the increases presented in Table 2-3 may be
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overstated, because the 1995 modeling effort did not consider stormwater runoff controls such as
retention/detention and infiltration systems for new development and redevelopment.
2.4.1.8 East Kennydale Catchment
The East Kennydale catchment is a portion of the lower May Creek subbasin and is predominantly on the
upper plateau. A large portion of this catchment (a 48-acre area) historically drained to a closed
depression near the intersection of Aberdeen Avenue NE and NE 24th Street. Recurrent flooding was
occurring at the low point and in the late 1990s, the City constructed a trunk drainage system that
provided a new gravity outlet that extended north and west to NE 27th Street and then along Kennewick
Place NE and ultimately to an existing outfall down a steep slope to May Creek. These improvements
were made following a study, NE 27th Street/Aberdeen Avenue NE Storm System Improvement Project
(R. W. Beck, 1997b).
Hydrology - 1995 Conditions: Basin hydrology was developed as part of the NE 27th Street/Aberdeen
Avenue NE Storm System Improvement Project. The study reported an impervious area percentage of
31 percent and the 25-year and 100-year peak flows to be 9.7 and 11.8 cfs, respectively. Note that the
current flows as of today are much higher than this because the 48-acre area that previously drained to
a closed depression now drains to May Creek. The current peak flows are more likely to resemble those
estimated for future conditions.
Hydrology — Future Conditions: The modeling that was done for the NE 27th Street/Aberdeen Avenue
NE Storm System Improvement Project included the new trunk line to drain the closed depression and
also looked at future land use conditions. Under future land use conditions, the impervious area was
estimated to increase to 37 percent. Estimated peak flows for future conditions for the 25- and
100-year event are 26.1 and 31.9 cfs, respectively. These flows are likely overstated because they do
not account for future on -site detention that may be required for new development and
redevelopment.
2.4.2 EAST LAKE WASHINGTON BASIN
The East Lake Washington Basin is within WRIA 8. The East Lake Washington Basin is composed of
several subbasins that drain directly to the southeastern portion of Lake Washington, as shown in Figure
2-1. These include the West and South Kennydale subbasins near the north end of the City, the NE 44th
Street Exit Drainage Area subbasin (formerly called Gypsy subbasin) lying north of the May Creek outlet,
and the North Renton subbasin (see Figure 2-4) situated south of Kennydale. The North Renton subbasin
drains directly to Lake Washington at Gene Coulon Memorial Beach Park via Johns Creek. The North
Renton subbasin is one of the more significant drainage basins in the City because it drains a highly
developed area near the core of the City.
The NE 44th Street Exit Drainage Area subbasin is predominately an open ditch surface runoff system
draining the steep area east of 1-405 with upstream contributing Newcastle residential and Renton
commercial areas. The lower portion of the subbasin has been channelized or is contained within
culverts. In 2008, Utility constructed the Ripley Lane Storm System Improvement Project that included
the construction of a 72-inch and 60-inch-diameter storm drain system that conveys flow from Ripley
Lane to Lake Washington across the Seahawks Training Center. The project was constructed in
coordination with the Seahawks and WSDOT and conveys future condition flows for the NE 44th Street
Exit Drainage Area subbasin. This project reduced frequent flooding occurring along Ripley Lane N.
The majority of the West and South Kennydale subbasins are dominated by open ditch runoff collection
systems that outfall to Lake Washington across Lake Washington Boulevard N via several culvert
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crossings. There are no substantial stream systems in the West or South Kennydale areas. South of the
South Kennydale subbasin is the North Renton subbasin that drains a highly -developed area near the
core of the City. The majority of the North Renton subbasin is drained by a fully -developed piped
drainage system that discharges into Johns Creek and contains portions of the Boeing facilities, PACCAR,
the Landing, 1-405, the steep portion of Sunset Boulevard, and numerous residential and other
commercial properties. The furthest downstream reach of Johns Creek flows in a constructed, low
gradient channel for one-half mile prior to discharging to Lake Washington.
2.4.2.1 Basin Water Quality
Lake Washington, at Gene Coulon Park (in the North Renton subbasin), is on the state's 2016 303(d) list
for fecal coliform bacteria. Water quality at this beach is affected by Johns Creek, which is listed for
temperature, fecal coliform bacteria, and dissolved oxygen. In 2004, King County ended the swimming
season on August 24 due to high concentrations of fecal coliform at the park. In 2005, King County again
had to temporarily close the swimming beach for a week in July (King County, 2005). This prompted the
City to perform the Gene Coulon Park Microbial Source Tracking Study (Herrera, 2006) to determine
sources of the pollution and identify potential solutions. The study determined that the highest bacterial
loadings come from residential areas that drain to Johns Creek. However, human fecal sources
accounted for only 7% of the bacteria, and avian sources accounted for 50%. Avian loadings may be
controllable by increased park maintenance, rooftop guards, and modified waste management
practices.
Lake sediments are a sink for pathogens and toxins, and sediment quality can affect lake ecology. Due to
limited transport and mixing of sediments, poor sediment quality is usually localized in stream deltas
and old industrial sites. A 2004 study found that some Lake Washington sites contained elevated levels
of Polychlorinated biphenyls (PCBs), but that tributyltin, metals, and polyaromatic hydrocarbon levels
were not above normal. Levels of Dichlorodiphenyltrichloroethane (DDT) are decreasing from historic
levels when DDT was unregulated, and recent inputs are not apparent (Parametrix, 2008).
Sediment deposits from upstream sources are also a vehicle for input of phosphorus to the lake. Past
eutrophication in the lake (for which phosphorus is usually the main cause) has been found to result
from historic direct discharge of sewage, a practice that was discontinued in the 1960s. While
phosphorous inputs from upstream tributaries are not currently causing eutrophication, this is a
potential result if tributary water quality deteriorates due to future buildout and associated increases in
sediment and phosphorous loading (Parametrix, 2008).
Tributary discharge and other runoff are also sources of pathogens and toxins that affect water quality
in Lake Washington. There are 11 impaired water quality listings along Renton's Lake Washington
shoreline, such as Johns Creek (Ecology, 2020a). Johns Creek, Cedar River, Lake Washington at Gene
Coulon Beach park, May Creek, and an Unnamed tributary to Lake Washington in the South Kennydale
subbasin are on Ecology's 303(d) list for pH, temperature, bacteria, and dissolved oxygen (Ecology,
2020a). These sites are associated with industrial sites or tributary mouths (Parametrix, 2008).
2.4.2.2 Basin Fish Habitat
The ecology of Lake Washington has been affected by shoreline -scale processes and human activities.
Bank armoring (i.e., bulkheads) has contributed to the reduction in availability of shallow water habitat,
and in combination with the alteration to riparian areas, has led to a substantial reduction in natural
shoreline vegetation and large woody debris, which provide above- and in -water cover for fish. In
addition, sockeye salmon with a lake -type history rely on a gravelly lakeshore and groundwater
upwelling for spawning, but these features are limited by bulkheads and other modifications. Existing
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cover consists primarily of docks, piers, floats, and other constructed structures. These structures
provide excellent habitat for nonnative warm species such as yellow perch, brown bullhead, smallmouth
bass, and largemouth bass. Such species use these structures as cover to prey on juvenile salmonids.
2.4.2.3 Basin Planning Status
The Kennydale area that is part of this basin includes the West and South Kennydale subbasins. The
West and South Kennydale subbasins drain to Lake Washington and are included in the Final Lake
Washington/Cedar/Sammamish Watershed Chinook Salmon Conservation Plan (WRIA 8 Steering
Committee, 2005).
The Renton/Lake Washington Pollution Abatement Program characterized the sources of stormwater
pollution arising from the North Renton subbasin through an Ecology Centennial Clean Water Fund
grant. The objectives of this project included improving the quality of runoff generated within the basin
and providing baseline data for future compliance with NPDES stormwater permit requirements. It
included a hydrologic analysis based upon annual runoff and sampling and chemical analyses of
stormwater and sediment. The project has produced three reports: a Hydrologic Analysis (R. W. Beck,
1993), a Pollution Source Characterization (Herrera, 1993a) and an Implementation Plan (Herrera, 1994).
2.4.2.4 Basin Hydrology
For the East Lake Washington Basin, separate studies predicted stream flow rates for the various
subbasins using different hydrologic modeling methods. These hydrologic analysis methods are
described below for each subbasin.
2.4.2.5 Kennydale Subbasin
The Kennydale area that is part of this basin has been divided into two subbasins by the City of Renton.
The two subbasins, West and South Kennydale, both flow into Lake Washington and are discussed
below.
Hydrology -1995 Conditions: The West Kennydale subbasin is the northern portion of a gently sloping
hillside located between 1-405 and Lake Washington. This basin has been developed into a single-family
residential area. The drainage system is comprised of both open ditches and culverts that discharge via
culverts directly to Lake Washington.
The South Kennydale subbasin includes a portion of gently sloping hillside, east of 1-405, and a more
steeply sloped narrow strip of land between 1-405 and Lake Washington. The area east of 1-405 is fully
developed into single-family residences, whereas the hillside above the lake is less developed. In areas
where development has occurred along this hillside, it has primarily been developed into multifamily
units. The drainage system includes both open ditches and piped systems which discharge into Lake
Washington at a number of locations.
To predict flooding potential, peak flows were calculated for both subbasins (HDR, 1995); however, the
methodology used to calculate these flows was not described. South Kennydale was divided into four
subbasins, each draining independently into Lake Washington. Peak flows predicted for 1995 conditions
varied between subbasins, depending mostly on the size of the area drained (Table 2-4). The area
drained by subbasin 4 produced more runoff, because of its larger acreage, than subbasin 2, although
subbasin 2 has been developed with multifamily housing and subbasin 4 is developed with single-family
residences.
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Hydrology - Future Conditions: Future land use in the West Kennydale area is expected to remain
medium -density, single-family homes. More change is expected in the South Kennydale area, where
development of areas into medium -density single-family residential areas is expected to occur. Future
flows from South Kennydale subbasin 4 more than double for the 2-year and 10-year peak events.
Table 2-4 presents predicted future peak flows for the West and South Kennydale subbasins. It is noted
however, that the increases presented may be overstated, because the modeling did not consider
stormwater runoff controls such as retention/detention and infiltration systems for new development
and redevelopment.
TABLE 2-4:
PREDICTED PEAK FLOWS (CFS) FOR THE KENNYDALE SUBBASINS
Subbasin Name
2-Year Peak
Flows
1995 Future'
10-Year Peak
Flows
1995 Future'
25-Year Peak
Flows
1995 Future'
100-Year Peak
Flows
1995 Future'
South Kennydale 1
0.3 1.2
0.9 2
1.2 2.5
1.7
3
South Kennydale 2
3.7 4.1
6.6 7.2
8.4 9
10.2
10.8
South Kennydale 3
5.0 8.6
9.9 14.5
13 17.9
16.2
21.4
South Kennydale 4
6.4 15.5
14.6 27.7
20.3 35.2
26.5
43.1
West Kennydale
29.8 Same
60.6 Same
79.0 Same
97.8
Same
1. Future condition flows were predicted in 1995 assuming
no regulatory stormwater runoff controls such as retention/ detention
and
infiltration systems for new development. Therefore,
these future condition predictions are likely overstated.
Source: (HDR 1995)
2.4.2.6 NE 44th Street Exit Drainage Area (formerly Gypsy) Subbasin
There is a small area of land to the north of the May Creek outlet that has been referred to as the Gypsy
subbasin in previous documentation, but to avoid confusion with Gypsy Creek in the May Creek basin,
this area is now referred to as the NE 44th Street Exit Drainage Area subbasin. This area drains through a
culvert near the intersection of 1-405 and Lake Washington Boulevard NE.
Hydrology - 2005 Conditions: The area drained by this culvert is a steep slope that has been partially
developed for commercial use and multifamily residential units. The most recent hydrologic modeling of
this subbasin was done in 2007 as part of the Ripley Lane Drainage Improvement Project (Parametrix,
2007). This study included updating a prior StormSHED modeling of the basin by Entranco and by
WSDOT that used 2005 aerials for the existing land use. The resulting peak flows for the 100-year storm
are presented in Table 2-5. This study did not investigate other storm events for current land use
conditions.
Hydrology - Future Conditions: The Ripley Lane Drainage Improvement Project (Parametrix, 2007) also
included an estimate for the 100-year storm for future land use conditions. This study did not estimate
peak flows for the 2-, 10-, or 25-year storms. However, prior modeling done by WSDOT for future land
use conditions provided similar results for the 100-year storm and results from this modeling effort also
included the 25-year storm (and thus was added to Table 2-5). The future condition 100-year peak flow
estimate represents an increase in 36% over existing conditions. Part of this increase is the result of an
1-405 project that increased the basin size by draining an estimated 70 acres of additional area to Gypsy
Creek (Parametrix, 2007). The remaining part of the increase is to increases in impervious area.
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TABLE 2-5:
PREDICTED PEAK FLOWS (CFS) FOR THE NE 44TH STREET EXIT DRAINAGE AREA SUBBASIN
25-Year Peak 100-Year Peak
Flows Flows
Subbasin Existing Existing
Name (2005) Future (2005) Future
Gypsy' — 159.5 145.4 198.2
1. From Ripley Lane Drainage Improvement Project (Parametrix, 2007);
values determined using Stormshed.
2.4.2.7 North Renton Subbasin
The North Renton subbasin contains some of the greatest concentrations of valuable commercial,
industrial, and residential land within the City. Within the boundaries of the North Renton drainage
basin, shown in Figure 2-4, are portions of the Boeing facilities, the PACCAR facility, The Landing, and
numerous residential and commercial sites. The basin includes a developed upland area that slopes
down to a flat valley floor. A piped drainage network conveys runoff from the area prior to discharging
to Johns Creek, which flows into Lake Washington.
Most of the area was developed before stormwater regulations came into effect. Therefore, runoff is
conveyed directly to Johns Creek or Lake Washington via an elaborate pipe network with no detention
or treatment. Almost all surface conveyance is through pipes, since many small streams were eliminated
by historic land development practices. Runoff in the upper portion of the basin is collected in roadside
ditches and conveyed to a network of collector storm drains installed along the roadways. Runoff in the
lower basin is collected and conveyed in a series of stormwater pipes. The pipe systems discharge near
the intersection of Lake Washington North and Houser Way North into an open -channel system. From
this point, the water flows through a series of culverts and sections of constructed open channel (Johns
Creek) through Gene Coulon Park to Lake Washington. Johns Creek has a flat slope; therefore, water in
this channel can back up from Lake Washington during high flows. For this reason the creek does not
experience erosion, but is subject to sediment deposition due to its low gradient. The lake is an
important aquatic resource for the bird and fish species established in the wildlife habitat near the
outlet, as well as for the public that use the beach and boat launch facilities.
Hydrology: The South Lake Washington Roadway Improvement Report, (BHC, 2007) analyzed the
capacity of the storm drain both before and after roadway construction. The hydrologic analysis of the
North Renton subbasin was conducted using the Santa Barbara Urban Hydrograph (SBUH) method. The
subbasin was divided into additional subbasins for analysis, presented in Table 2-6. The upland
subbasins were combined into the Johns Creek (at upstream outfall) subbasin. This Subbasin includes
the area south of Sunset Boulevard and east of 1-405. Flows from this area enter the storm system at the
east end of N 8th Street. The three northernmost subbasins contain residential neighborhoods and drain
to a pipe system that extends west from Sunset Boulevard to a pond on the south side of Lake
Washington Boulevard prior to discharging into Johns Creek. Flow from the Boeing facilities and their
maintained outfalls are not included in the table. The PACCAR/residential site was modeled individually
along with the area south of N 8th Street, east of Logan, north of N 4th Street, and west of Garden
Avenue S. This area drains both to the Johns Creek system via Garden Avenue as an overflow and to the
N 6th Street outfall to the Cedar River.
These analyses determined that the limited capacity of the downstream system has an upstream effect
on flooding in localized areas of The Landing and the PACCAR/residential areas. Consequently,
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improvements in the PACCAR area included the installation of a 72-inch-diameter storm drain between
the intersection of Garden Avenue N and N 8th Street and Lake Washington Blvd. The Landing/South
Lake Washington Roadway Improvement Project improved the conveyance and water quality in the
valley area prior to discharge to Lake Washington.
TABLE 2-6:
PREDICTED PEAK FLOWS (CFS) FOR THE NORTH RENTON SUBBASIN
25-Year 100-Year
Outfall Name Peak Flows Peak Flows
Johns Creek (at upstream Outfall)
4.0
4.3
North 6ch Street Outfall to Cedar River
5.0
5.0
Logan Ave Outfall to Cedar River
24.4
28.2
Cedar River Park Outfall to Lake Washington
75.2
86.6
Source: South Lake Washington Roadway Improvement Drainage Report (BHC, 2007)
Hydrology - Future Conditions: Almost the entire North Renton subbasin has been developed, and no
major changes in land use are expected to occur. Except for some minor infill in the residential areas in
the east and north portion of the subbasin, little additional development is likely.
In 2005, WSDOT conducted a study of the lower reach of Johns Creek in support of designating the
portion of the creek west of 1-405 as a direct discharge waterbody. The WSDOT Johns Creek Report also
computed stormwater flows in the North Renton subbasin which were found to generally agree with the
BHC study.
2.4.3 CEDAR RIVER BASIN
The Cedar River runs through downtown Renton, where it discharges into Lake Washington. The Cedar
River basin extends far beyond the city boundaries and forms the southwest edge of WRIA 8. The basin
includes 191 square miles, with 125 square miles that lie upstream of the City of Seattle Landsburg
drinking water diversion. Almost all of the land upstream of the diversion is owned by the City of Seattle
and maintained as natural environment to protect Seattle's water resource. The upper watershed is
mostly second growth forest with about 15% of the upper watershed as old growth forest.
Subbasins of the Cedar River basin located entirely within Renton include the Cedar Outfall, Mt. Olivet,
and Arnold. Subbasins located partially within Renton include the Maplewood and Tiffany subbasins.
Collectively, these five basins are referred to as the Lower Cedar River subbasin (see Figure 2-4). Several
additional subbasins are located within the UGB, including Fairwood, Madsen, and Orting Hill.
The lower Cedar River has been extensively altered. Approximately 64% of the lower Cedar River was
modified on at least one bank, which, coupled with decreased flows, has narrowed the river from a
historic average of 250 feet to 110 feet in width by 2001 (Kerwin, 2001). The loss of floodplain and
riparian connectivity in the lower Cedar River has affected storage, sediment, and contaminants, and it
has simplified in -stream habitat.
The drainage networks within this basin are quite varied. The Lower Cedar River subbasin drains
downtown Renton, large portions of the Boeing facilities, and adjacent industrial and commercial areas.
Closed -pipe networks deliver surface runoff directly to the river. The upper portions of the basin collect
runoff in piped systems, but typically discharge to natural stream channels before being conveyed to the
Cedar River.
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2.4.3.1 Basin Water Quality
The lower Cedar River has good water quality with the highest quality water in the upper reaches and
decreasing water quality as the river flows through developed urban and suburban areas. Ecology has
two water quality monitoring stations along the Cedar River, one near Landsburg and the other in
Renton at Logan Street. The WQI score at these locations for water years 2016, 2017, and 2018 were
above 85 for the Logan Street station and above 93 for the Landsburg station (Ecology, 2020b). Both of
these scores are above the threshold value of 80 for "good" water quality, per the Washington DOE river
and stream water quality index, indicating that the water quality at these locations meet expectations
and these areas are of lowest concern for water quality issues. The Cedar River segment from the
confluence with Molasses Creek to Lake Washington is included in the state's 2016 303(d) list for
temperature, dissolved oxygen, and pH.
2.4.3.2 Basin Fish Habitat
The lower Cedar River mainstem provides habitat for chinook, coho, and sockeye salmon and steelhead,
bull, and cutthroat trout (Kerwin, 2001). The Cedar River's chinook salmon population is one of the
native stocks that comprise the evolutionarily significant unit of Puget Sound chinook, which is listed as
threatened under the Endangered Species Act. Fish access and passage barriers, loss of channel
complexity and connectivity, increased sedimentation and altered sediment transport processes, and
degradation of riparian conditions have been identified as factors of decline for the Cedar River (WRIA 8
Steering Committee, 2002).
Channelization and the disconnection of the Cedar River floodplain for flood control, due to land use
changes, have also decreased the amount of and prevented access to off -channel habitat by salmonids
and other organisms. This is of particular concern for chinook salmon, which use these areas for juvenile
rearing. More individuals now exhibit a lake -type life history and use Lake Washington for rearing
(Parametrix, 2008).
Projects to restore channel complexity are ongoing. Several opportunities to increase riparian
vegetation, shallow water, and off -channel habitat in the lowest reach of the Cedar River have been
identified. USACE fish enhancement projects were completed in 1999, including constructing a
groundwater -fed spawning channel for sockeye salmon in the floodplain on the south bank of the river
at river mile 4.6 and reconstructing a rock revetment that protects the Maplewood Golf Course on the
north bank at river mile 4.2 to provide habitat benefits for rearing salmon juveniles (USACE, 2000).
In 1999, USACE performed a study to evaluate gravel quality, quantity, and transport on the Cedar River
mainstem, including the effect of bank armoring, to determine if a lack of gravel supply is limiting
salmon spawning. The study determined that man-made structures cut off sources of gravel for the
mainstem. In 2001, the groundwater -fed spawning channel was destroyed by the Nisqually Earthquake,
which migrated the mainstem Cedar River into the groundwater channel. A new channel, called the
Elliot Spawning Channel, was constructed in 2001, but was significantly damaged after the 2006 and
2009 Cedar River high flows. Repair and enhancement of the Elliot Channel were completed in 2016 as
part of the mitigation associated with environmental permits obtained for the Cedar River Maintenance
Dredging Project (GeoEngineers, 2017).
2.4.3.3 Basin Planning Status
The WRIA 8 Steering Committee's Final Lake Washington/Cedar/Sammamish Watershed chinook salmon
Conservation Plan (2005) was written to organize cooperation toward restoring ecosystem health in the
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watershed. The City ratified this plan in Resolution 3761. The Plan was updated in 2017 and ratified in
Resolution 4336.
In 1998, the City partnered with USACE to construct the Cedar River Section 205 Flood Hazard Reduction
Project in an effort to reduce chronic flooding along the lower Cedar River, including areas within the
Renton Airport and the Boeing aircraft manufacturing facility. The project constructed levees and
floodwalls along the left and right bank of the lower 1.25 miles of the river in addition to removing over
120,000 cubic yards of dredge material. After completion of the project, the City requested that USACE
certify the right lower Cedar River setback levee that was designed and constructed to contain the 100-
yr base flood. USACE concurred with the City's request and certified the right bank levee as containing
the 100-yr base flood in 2004. Maintenance dredging occurred in summer 2016 (Brooks et al., 2019).
In 2006, as part of FEMA's Countywide DFIRM update, the City prepared and submitted a LOMR for the
purpose of revising the current effective FEMA maps for the lower Cedar River. The LOMR, based on
updated hydrology and the USACE certification of the right bank levee, was approved by FEMA in 2007.
The resulting floodplain maps showed areas previously designated as flood hazard areas (Zone AE)
designated as shaded Zone X (areas protected by levees).
In July 2012, the City received notification from USACE that the certification issued for right and left
bank levees along the lower 1.23 miles of the Cedar River would expire on August 31, 2013, and future
re -certification will be the responsibility of the City. Certification of the levees is essential so that FEMA
accredits the levees as providing protection from the 100-year flood and avoid mapping the properties
protected by the levees (Renton Municipal Airport and Boeing 737 Plant) in the regulatory floodplain.
Levees certified to current FEMA standards have to demonstrate that they meet the design, operation,
and maintenance requirements described in Title 44, Chapter 1, Section 65.10 of the Code of Federal
Regulations. The challenge presented by this effort includes certifying the levee system based on current
standards. Upon conducting various structural, geotechnical, and hydraulic analyses in 2018, the City
determined that certain sections of the levees need to be raised to meet current freeboard
requirements and that the levee embankment needs to be widened at certain levee to floodwall
transitions. Currently, the City is designing and permitting the required improvements in Phase 3 of the
Cedar River 205 Project Levee Recertification Project to achieve FEMA accreditation and has secured
funding for design and construction from KCFCD. Meanwhile, the City expects to maintain current
floodplain designation for the protected areas (Zone X not Zone AE), because FEMA elected to seclude
the floodplain of the Lower Cedar River from the King County DFIRM update. By secluding the Cedar
River levees (and other levees in King County) from the update, FEMA can advance the adoption of the
DFIRM and subsequently individually assess the level of flood protection of the secluded levees. The City
expects to have the levees certified and accredited prior to FEMA taking any action in that regard.
2.4.3.4 Basin Hydrology
The City and King County entered into an interlocal agreement to develop a basin plan for the Cedar
River. In November 1993, King County SWM produced the Cedar River Current and Future Conditions
Report (Cedar River Report). This report includes information on the environmental setting of the Cedar
River, current as of 1993 and in the geologic past, and analyses of surface water hydrology, flooding,
erosion, water quality and aquatic habitats. The basin was studied for changing land use and its effects
upon the river hydrology using the HSPF hydrology model.
The analyses divided the river basin into three geographic components. The components included the
Upper Basin, which is the area above the City of Seattle's Landsburg Diversion, and the Middle and
Lower Basins. This study addresses hydrologic problems in areas within the city boundary, within the
UGB, as well as the area beyond the city limits.
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The Cedar River Basin planning effort also includes characterization of the hydrogeology of the basin,
mapping of susceptibility to groundwater contamination, groundwater level measurements, and
groundwater modeling. The results of the hydrogeologic study help to identify measures needed to
protect groundwater resources, including surface water management in areas of critical groundwater
recharge.
The latest Cedar River flow estimates were developed by King County in March 2000. King County
estimated flow values for the 10-, 50-, 100- and 500-year flows based upon a flood frequency analysis of
approximately 80 years of peak flow data (fit by a Log Pearson Type III distribution). The 10-, 50-,
100- and 500-year return peak flows (Table 2-7) for the Cedar River at Renton are estimated to be
5,940 cfs, 9,860 cfs, 12,000 cfs, and 18,400 cfs, respectively. These estimates were made assuming
consistent Masonry Dam operations.
Prior to this, King County had developed an HSPF model in 1993 as part of the Cedar River Current and
Future Conditions Report. The 1993 modeling estimated local flows from subbasins within the UGB
(Table 2-7).
The majority of flows in the river above 4,000 cfs in Renton are caused by peak inflows of similar
magnitude from the upper basin, not by lower basin flow contributions within the UGB. Basin runoff has
increased as a result of deforestation and land development, with most increases occurring during the
winter flood season.
Urbanization in the tributaries has caused an estimated 7% increase in mainstream flood peaks from
natural conditions. Flows from the lower basin area have a minor impact on the mainstem peak
discharges, but increase the duration of flooding at Renton significantly. Current levels of urbanization
within the basin have increased the durations of flood flow at Renton by 12% over forested conditions.
According to King County projections (King County, 1993), future land development will result in an
additional 8% (unmitigated) increase in peak flows for the lower outfall area of the Cedar River. In
addition, flood flow duration will also lengthen, increasing 17% over current conditions.
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TABLE 2-7:
PREDICTED PEAK FLOWS (CFS) FOR THE CEDAR RIVER BASIN
2-Year 10-Year 25-Year 100-Year
Subbasin Name Peak Flows Peak Flows Peak Flows Peak Flows
1993 Future' 1993 Future' 1993 Future' 1993 Future'
Lower Basin (Outfall)2
N/A
5,940
N/A
N/A
N/A
12,000
N/A
Tiffany/Ginger Creek'
63
69
101
ill
121
134
152
172
Maplewood4
59
132
104
207
135
257
197
349
Molasses'
96
130
153
200
180
238
220
299
Summerfield3
4
7
7
10
8
13
9
16
Orting Hi113
54
88
93
136
114
160
147
195
Madsen3
132
156
217
251
262
302
331
382
1. Future condition flows were predicted in 1993 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development.
2. Flows calculated by King County in March 2000 with HEC-RAS
3. Flows calculated using HSPF
4. 1993 flows reviewed and updated by King County in 1995. Future flows calculated using HEC 1 by Parametrix
Sources: Cedar River Current and Future Conditions Report (King County, 1993). Comprehensive Storm Water Plan, Maplewood
Creek Basin Plan (Parametrix, 1989). City of Renton Surface Water Utility Comprehensive Plan (HDR, 1995).
2.4.3.5 Lower Cedar River Subbasin
The City has designated a number of subbasins tributary to the Cedar River; however, several of these
subbasins were combined in the Cedar River Report. The Arnold, Mt. Olivet, and Cedar River Outfall
subbasins were combined into a larger subbasin, called the "Lower Cedar River' in the Cedar River
Report; thus, individual studies of these subbasins do not exist. Well -developed storm drainage systems
in these areas deliver runoff water directly to the Cedar River.
Hydrology -1993 Conditions: The lowest reach of the Cedar River is an artificial channel that was
constructed to reroute the Cedar River from the Black River to Lake Washington in the early part of the
201h century as a result of the lowering of Lake Washington. The channel is wide and has a gentle
gradient, which results in lower velocities that allow for the deposition of excess sediment from
upstream sources. Sediment deposits reduce channel capacity and increase the risk of flooding. Much of
the area surrounding the lower reach has been developed and includes a portion of the downtown area,
a residential neighborhood, the Renton Municipal Airport, some commercial areas, and portions of the
Boeing industrial complex.
This subbasin has been urbanized since the early 20th century. Storm drains were most likely installed
during development and any subsequent redevelopment. A specific hydrologic analysis has not been
performed for the area. Because of the small area, and development which already exists, future flows
are not expected to increase from this portion of the City. However, flooding problems in this area may
increase as a result of increased flows in the Cedar River and increased sedimentation on the lower
reach of the river.
Land use in the Mt. Olivet subbasin, however, is quite diverse. There were two cemeteries, a ballpark, a
quarry, an industrial area, a residential subdivision, cleared open land and forested land within the
subbasin (HDR, 1995). Land use in the Arnold subbasin is primarily residential.
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The subbasin was modeled using HSPF (King County, 1993) to predict peak flows and the capacity of the
drainage system to convey the flows. The Cedar River flows were further evaluated by King County in
2000. Storm events were developed from the 2-, 10-, 25-, and 100-year, 24-hour design storm; these
flows are shown on Table 2-7.
Hydrology — Future Conditions: The Mt. Olivet subbasin recently experienced increased commercial and
residential development, so current peak flows are likely to be closer to the estimated "future" peak
flows in the Cedar River Report (King County, 1993). However, since the 1993 estimates did not consider
stormwater runoff controls such as retention/detention and infiltration systems for new development,
they are likely overstated.
2.4.3.6 Tiffany/Ginger Creek Subbasin
The Tiffany/Ginger Creek subbasin drains an area on the southwest side of the Cedar River, upstream of
the Arnold subbasin. The major tributary flowing through this subbasin is Ginger Creek. The
Tiffany/Ginger Creek subbasin includes the Ginger Creek drainage basin area plus an area drained by
several smaller, non -designated streams. The entire area was studied as a part of the Cedar River
Report; however, the County study had slight variations in watershed boundary, subbasin delineation,
and land use from Renton Land Use Maps. The developed portion of the subbasin includes established
drainage systems which discharge into Ginger Creek.
Hydrology - 1993 Conditions: The geography of the Tiffany/Ginger Creek subbasin lends itself to varying
land uses. The subbasin contains a low flat area (which is a part the Cedar River floodplain), a steeply
sloping area above the flood plain, and a gently sloping plateau area at the top of the basin. Within the
city limits, the lower flood plain area has been developed primarily into an industrial area. The steep
slopes above this area have remained forested, as has much of the moderately sloping rise to the
plateau. The plateau area, both near and beyond the city limits is nearly fully developed with
single-family residential homes. Table 2-7 presents 1993 conditions and future peak annual flows for the
subbasin.
Hydrology - Future Conditions: The City of Renton land use plan for this subbasin indicates the
possibility of additional low -density single-family residential areas in some lower areas and low- and
medium -density single-family residential development in the forested areas. If this development occurs,
increased downstream carrying capacity may be required.
The Cedar River Report assumed that future land use will remain similar to the as -built conditions that
existed in 1993 or at least slightly larger than the 1993 conditions flows.
2.4.3.7 Maplewood Creek Subbasin
Maplewood Creek is a subbasin of the Cedar River that straddles the eastern Renton city limits. The
creek collects flow from a plateau approximately 1,500 feet above its confluence with the Cedar River.
The creek consists of two major tributaries that join on the plateau and flow down a steep ravine
through the Maplewood Golf Course. The creek is a significant natural resource because of its use as
recreation and open space in addition to providing fish and wildlife habitat. Substantial urban
development has occurred in the plateau area of the basin, significantly impacting the natural drainage
system. The creek is included in the state's 2016 303(d) list for temperature at the confluence with
Cedar River.
The Maplewood Creek subbasin has been studied by both the City of Renton and King County. A detailed
study of this area - the Comprehensive Storm Water Plan, Maplewood Creek Basin Plan (Parametrix,
1989) - was prepared for the City of Renton in October 1989. It analyzes current (then 1989), future and
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future mitigated peak flows for the basin with current and expected land use scenarios. The future land
use in this study closely resembles the future land use presented in the City's comprehensive plan, and
appears to provide good predictions of future flows. This study also identified existing and future
drainage problems and solutions, and recommended development criteria. In addition, King County
studied this subbasin as a part of the Cedar River Report in 1993. The resultant peak flow estimates are
different between the two documents as the 1989 estimates (Parametrix) were based upon an
event -based model (HEC 1), whereas the 1993 plan (King County) used a continuous simulation model
(HSPF).
Hydrology - 1993 Conditions: Table 2-7 summarizes the 2-, 10-, 25-, and 100-year peak runoff estimates
for 1993 conditions based on the HSPF modeling.
Hydrology - Future Conditions: The Renton Comprehensive Land Use Plan predicts a significant increase
in residential development in the subbasin. This increase will also result in a significant increase in runoff
(see Table 2-7). Note that these increases are likely overstated, as they did not include regulatory
stormwater controls (detention) for new development.
2.4.3.8 Other Subbasins
Hydrology -1993 Conditions: Upstream from the Tiffany/Ginger Creek and Maplewood subbasins are
several subbasins that were modeled by King County and included in the Cedar River Report. Several of
these subbasins are within the UGB but partially outside of the city limits. These include the Molasses
Creek, Madsen Creek, Orting Hills, and Summerfield subbasins. All of these basins have significant
amounts of residential development among forested areas. Table 2-7 presents predicted peak flows for
2-, 10-, 25- and 100-year return periods for these subbasins, in addition to those discussed in previous
sections.
Hydrology - Future Conditions: As urbanization and land development continue, increases in peak flows
will be experienced within the upper subbasins as a result of increased low -density, residential
development.
2.4.4 WEST LAKE WASHINGTON BASIN
As previously mentioned, portions of the City in WRIA 8 that drain to Lake Washington include the West
Lake Washington basin (along with May Creek, the Cedar River, and the East Lake Washington Basin).
The overall Lake Washington basin includes most of the 692 square miles contained in WRIA 8 (Kerwin,
2001). The portion of the Lake Washington Basin within the City is approximately 21 square miles, or
roughly 3% of the basin.
The West Hill subbasin is the only subbasin in the West Lake Washington basin. This subbasin is partially
within the city limits. This highly urbanized subbasin is located along the southern shoreline of Lake
Washington and is part of WRIA 8. This basin straddles the city limits along the southwestern shoreline
of Lake Washington and includes a portion of unincorporated King County.
Runoff collection from this basin in characterized by natural channels and closed pipe systems. However,
virtually all of the runoff is delivered to the Black River Box Culvert, which discharges directly to Lake
Washington at the northwest end of the Renton Municipal Airport.
2.4.4.1 Basin Water Quality
The West Hill subbasin has been characterized in the Renton/Lake Washington Pollution Abatement
Program. The objectives of this project included improving the quality of runoff generated within the
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basin and providing baseline data for future compliance with NPDES stormwater permit requirements. It
included a hydrologic analysis based upon annual runoff and sampling and chemical analyses of
stormwater and sediment. The project has produced three reports, a Hydrologic Analysis (R. W. Beck,
1993), a Pollution Source Characterization (Herrera, 1993a) and an Implementation Plan (Herrera, 1994).
The project was partially funded by an Ecology Centennial Clean Water Fund grant.
2.4.4.2 Basin Hydrology
Hydrology - 1993 Conditions: A hydrologic analysis was performed in 1995 using WaterWorks (HDR,
1995). This single -event model includes an analysis of 1993 land use for the entire 736-acre basin,
approximately 40% of which is located within the City. Although most of this basin is residential, the
area within the city limits contains almost all industrial and commercial development. The Renton
Municipal Airport is located on the eastern edge of the basin and is zoned for industrial use. In addition,
a commercial strip is located along Rainier Avenue S. Commercial and industrial land use total about 125
acres. Almost all of the runoff originating within the city limits is collected into storm drains and
discharged to the Black River Box Culvert. Additional hydrologic analysis of this basin was done as part of
the Renton/Lake Washington Pollution Abatement Program (R. W. Beck, 1993). However, this effort was
limited to estimates of annual runoff volume for the purpose of estimating pollutant loading.
Table 2-8 presents the predicted 1993 peak flow values for this area. These estimates did not include
any on -site detention facilities for the area.
TABLE 2-8:
PREDICTED PEAK FLOWS (CFS) FORTH E WEST HILL SUBBASIN
1993
Subbasin 2-Year 10-Year 25-Year 100-Year
Name Peak Flows Peak Flows Peak Flows Peak Flows
West Hill 84 155 196 240
Hydrology - Future Conditions: Except for minor infill, little change in land use is expected in the future.
Some of this infill will be commercial structures along major thoroughfares.
2.4.5 BLACK RIVER BASIN
The Black River/Eastside Green River Basin is in WRIA 9 and includes most of the southwestern portion
of the City (see Figure 2-4). The Black River, which formerly drained Lake Washington, is now part of a
system that drains the eastern side of the Green River basin, an approximately 24-square-mile area in
the cities of Renton and Kent. The Black River Basin includes the South Renton, Rolling Hills, Panther
Creek, Springbrook, and Valley subbasins, which are all located within the city limits. The original Black
River Basin was extensively modified when the water level in Lake Washington was lowered. The flows
from this area are collected in the Black River Pump Station (BRPS) forebay, then pumped to the
Green/Duwamish River. The BRPS regulates flows into the Green River. The pump station also acts as a
dam during flooding in the Green River, blocking high flows from the Green River from flooding up into
the Black River, Springbrook Creek, and the Earlington Industrial Park in Renton. The BRPS must reduce
pumping rates when Green River flow exceeds 9,500 cfs at the Auburn gaging station, per operational
procedures and the Green River Interlocal Agreement (R. W. Beck 2007). If flows reach 12,000 cfs, the
BRPS may have to completely stop the pumps (R. W. Beck, 2007).
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On the valley floor, land use is primarily commercial and industrial, and contains multiple natural
wetlands. On the eastern upper plateau, land use is mostly residential with some commercial areas.
Significant surface water features include Panther Lake and Springbrook Creek (P-1 Channel) and four of
its tributaries: Panther Creek, Rolling Hills Creek and Upper Springbrook and Mill Creeks, which join with
Springbrook Creek just south of the city limits. Although the industrial, commercial, and residential areas
contain piped surface water collection facilities, they all discharge to natural or modified channels. The
South Renton subbasin, however, is drained almost entirely by a closed pipe system that discharges
directly to the forebay for the BRPS.
Upland areas in the plateau of the basin are underlain by geologic deposits that force groundwater
horizontally and produce seeps in the shallow aquifer that support summer baseflow in Springbrook
Creek. The high amount of impervious surface area limits infiltration potential and redirects water
overland, causing high peak flow rates. Springbrook Creek (with a mean annual flow of 10 cfs)
contributes to water quality impairment, as proportionate to flow, in the mainstem Green/Duwamish
River (with a mean annual flow of 1,530 cfs).
2.4.5.1 Basin Water Quality
Black River is included in the state's 2016 303(d) list for dissolved oxygen, bioassessment, and fecal
coliform bacteria at the confluence with Green River and Duwamish River. Water quality samples were
taken for the Black River Basin Water Quality Management Plan (Herrera, 1993b) and for the
Comprehensive Fisheries Assessment of the Mill Creek, Garrison Creek and Springbrook System (Harza,
1995). Copper and lead were found to be below detrimental levels, but zinc measurements ranged from
32 to 154 micrograms per liter in Springbrook Creek (Harza, 1995). Zinc levels at 10, 9, and 103
micrograms per liter adversely impact 7 gram rainbow trout, cutthroat trout, and chinook fry,
respectively (Harza, 1995). Water quality conditions in Springbrook Creek are poor with a Water Quality
Index (WQI) score of 36 out of 100 in water year 2018 (King County, 2020).
Springbrook Creek is listed on the state's 2016 303(d) list for bioassessment, dissolved oxygen and fecal
coliform, and it is listed as "impaired" for temperature. Dissolved oxygen is usually highly correlated
with temperature and has become a major limiting factor for salmonids in this watershed. Temperature
increases can be attributed to impaired hydrologic and hydraulic functions of the basin, reduced flows to
baseflow, reduced flows from lack of summer snowmelt, and decreased forest shading, as well as
increased climate temperatures. Water quality testing of Mill, Garrison, and Springbrook Creeks was
conducted by Abbey Road Group in the fall (September) and spring (April) from fall 2014 through spring
2019. Results of this testing indicate increased temperatures, decreasing levels of dissolved oxygen,
decreasing pH, and elevated levels of fecal coliform bacteria at different sampling locations within all
three creeks. Measurements of turbidity decreased slightly and all TSS and biochemical oxygen demand
(BOD) samples were within the acceptable range.
2.4.5.2 Basin Fish Habitat
Juvenile coho, chum, winter steelhead, and cutthroat have been captured at numerous locations
throughout the subbasin (Harza, 1995) and utilize habitat primarily for migration. Although Springbrook
Creek has poor fish habitat, there are upper reaches of some of the tributaries to Springbrook Creek that
do provide good fish habitat. As recently as 2011, adult chinook have been observed spawning in Upper
Springbrook Creek. The creek has been highly modified and is choked with invasive reed canary grass
and has little instream habitat structures and no large woody debris. The BRPS is a partial fish passage
barrier, but the combination of a fish ladder and a fishway chute aids salmonids in upstream passage.
Fish migrating downstream are diverted around the pumps using an air-lift pump to raise them to the
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downstream water levels (King County, 2000). The Black River Water Quality Management Plan
(Herrera, 1993b) notes that the existing conditions of Springbrook Creek lack suitable spawning habitat
capacity due to degraded water quality during summer months. The low gradient of the creek results in
reduced flow velocities that allow fine sediment to settle out in the creek bed, reducing potential
spawning habitat. There are tributaries to Springbrook Creek that have good fish habitat. Upper
Springbrook Creek, whose headwaters originate in Renton's Springbrook Springs Watershed located on
the eastern plateau, has excellent water quality. The drainage basin land use consists mostly of low
density residential (R-1 and R-4) and resource conservation (RC). A significant tree canopy along the
creek corridor in combination with cool spring water helps to lower water temperatures in the creek. In
addition, the creek's steep gradient facilitates the recruitment and deposition of gravel along the creek
channel as it meanders down to the valley floor, which provides good spawning habitat.
2.4.5.3 Basin Planning Status
Ecology, King County and the Municipality of Metropolitan Seattle (Metro) coordinated the
Green-Duwamish Watershed Nonpoint Action Plan in January 1991. The goal of this plan was to
minimize nonpoint source water pollution, protect beneficial uses, and enhance water quality in this
watershed. This plan was last updated in 2002 (King County).
The area studied in the Green-Duwamish Watershed Nonpoint Action Plan extends from Howard Hanson
Dam to Elliott Bay, an area of nearly 250 square miles (King County, 2002). Portions of the City lying in this
area have undergone urbanization since the early 1990s. A number of priority concerns were addressed in
the plan. Stream channel erosion from construction practices due to rapid urbanization appears to be one
of the biggest concerns in this portion of the basin.
The Black River Basin Water Quality Management Plan (Herrera, 1993b) was prepared for the City to
identify existing (as of 1993) and future water quality problems within the basin. The study area for this
plan includes areas of Renton and unincorporated portions of King County east of Renton. The project
was partially funded by an Ecology Centennial Clean Water Fund grant.
A parallel and related process to the Black River Basin Water Quality Management Plan is the
development of the East Side Green River Watershed Project Plan and Environmental Impact Statement
(ESGRWP) (R. W. Beck, 1997a). This plan was developed through the cooperation and involvement of
the jurisdictions in the basin, including the City of Kent and King County. The plan was updated in 2007
(R. W. Beck). The hydrologic analysis was performed using the HSPF computer program. Results of the
hydrologic analysis are shown in Table 2-9.
The Green/Duwamish Ecosystem Restoration Program (ERP) is a collaboration between WRIA 9
jurisdictions in the valley including Renton, Tukwila, Kent, Auburn, King County and USACE to improve
salmon habitat in the basin. The program has resulted in several habitat projects that have been
completed in Kent and King County. The City and USACE recently completed an ERP project that
restored approximately 1,000 feet of spawning habitat along Upper Springbrook Creek.
The Flood Insurance Rate Map (FIRM) for the area upstream of the Black River Pump Station, including
tributary areas to Springbrook, Mill, Rolling Hills, and Panther Creek, was remapped to show a revised
preliminary floodplain delineation (i.e., not made effective by the Federal Emergency Management
Agency [FEMA]) (NHC, 2005; R. W. Beck, 2006). Subsequently, in 2007, FEMA issued preliminary DFIRMs
for King County. These new draft maps were based on levees that could demonstrate meeting the
criteria for certification. Because a significant number of the levees on the Green River could not be
certified (non -accredited), FEMA would not consider the levees as providing flood protection and issued
revised maps to show the Renton Valley entirely within the 100-year regulated floodplain. Some areas
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were mapped with flood depths up to 12 feet. FEMA developed the revised maps without conducting
any detailed hydraulic analysis and simply extended the elevation of the floodplain within the main
channel of the Green River across the valley floor.
King County and Green River valley cities including Renton, Kent, Tukwila and Auburn disagreed with the
methodology that FEMA used to develop the updated maps. In response, the County retained
Northwest Hydraulic Consultants, Inc. to develop a model to predict flooding in the Green River valley
based on multiple levee failure scenarios. The resulting maps show significantly less area in the
floodplain. Areas flooded to a depth of 12 feet based on the revised FEMA maps were shown flooded to
a depth of 6 feet in the maps. The County maps became available to the public for review and comment
in November 2010 in preparation for FEMA approval and subsequent adoption in 2011. However, in the
spring of 2011, FEMA announced a policy change regarding non -certified levees, which has put the
adoption of the revised DFIRM for the Green River Valley on hold. In December 2011, FEMA developed a
proposed revised policy that included new methodologies to better reflect the true flood risk of
non -accredited levees on the floodplain. FEMA completed the public review/comment processes in
2013 and as a result, developed analysis and mapping procedures for non -accredited Levee Systems also
known as Levee Analysis and Mapping Procedure (LAMP).
Non -accredited levee systems are those "that do not meet the National Flood Insurance Program (NFIP)
regulatory requirements of 44 CFR 65.10... and that are not shown on a FIRM as reducing the base flood
hazard" (FEMA, 2018). Many non -accredited levee systems on the Green River are located in the City of
Kent. Some of these levees also provide flood protection for parts of Renton. In 2010, Kent began an
effort to certify and/or reconstruct up to 12 miles of levees at a cost of approximately $100M. Once the
levees are certified, the intent is for FEMA to issue new DFIRM that show the Cities of Kent and Renton
as protected by levees and outside the 100-year floodplain. In addition to the various levee projects
occurring in Kent, the KCFCD finalized the scoping summary report for the Lower Green River Corridor
Flood Hazard Management Plan as a part of the Environmental Impact Study (EIS) associated with the
plan in June of 2019. The purpose of this plan is to implement an integrated long-term approach to
reduce flood risk within the Lower Green River Corridor, which extends into the southwestern portion of
Renton. The plan is intended to reduce flood risk while balancing other important basin objectives such
as improving fish habitat and supporting the economic prosperity of the region. Communication and
coordination between the City of Renton and the KCFCD has been ongoing throughout the preliminary
stages of formulating the Flood Hazard Management Plan.
2.4.5.4 Howard Hanson Dam and Potential Flooding from Green River
Although now operating at full capacity, concerns over reduced storage capacity due to seepage
problems at the Howard Hanson Dam and potential flooding of the Green River Valley caused the City to
expend significant resources in flood preparedness between 2009 and 2011. In 2009, USACE notified the
City of Renton and other Green River Valley cities of several sinkholes that had formed in the right
embankment of the Howard Hanson Dam after a significant rain event in January 2009. During the
event, USACE decided to hold back water in the dam to prevent downstream flooding of the Green River
Valley. The formation of the sink holes as well as sediment laden water that was observed flowing from
the dam's drainage tunnels, indicating seepage through the material in the right embankment, led
USACE engineers to believe the right embankment could fail.
To minimize risk of failure after this event, USACE decided they would need to reduce storage capacity,
which could result in the release of more water than usual from the dam during extreme rain events and
result in a higher risk of flooding in parts of the City in the Green River valley. In coordination with the
Corps, King County, and other valley cities, the City implemented pre -disaster preparations and
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preventative measures in anticipation of higher than usual flows in the Green River and continued these
measures through 2010. To make the dam fully operational, USACE completed the installation of a
seepage barrier or grout curtain and other improvements to the drainage in the abutment in the fall of
2011. Prior to completing this work, engineers and geologists ran a series of tests in the summer to
gather data to evaluate the effectiveness of the repairs. Based on the analysis of the data, USACE
concluded that the dam can now operate at the full design pool elevation (1,206 feet) with low risk to
the dam.
Although the dam is fully operational, it does not eliminate the risk of flooding in the Green River Valley.
The dam, in conjunction with downstream levees serve only to reduce the risk of flooding and as such
the Corps is working with local communities including the City to prepare for the risk of flooding by
using the best available information (USACE, 2019).
2.4.5.5 Basin Hydrology
Because it has such a large percentage of impervious area, the Black River Basin has high peak flows and
short -duration hydrologic response to precipitation. Hydrology for individual subbasins is detailed in the
sections that follow.
TABLE 2-9:
PREDICTED PEAK FLOWS AT SELECTED LOCATIONS (CFS) FOR THE BLACK RIVER BASIN
Source
2-Year
10-Year
25-Year
100-Year
(& basis
Peak Flows
Peak Flows
Peak Flows'
Peak Flows'
for
existing
2003/2007
Future
2003/2007
Future
2003/2007
Future
2003/2007
Future
Subbasin Name
land use)
South Renton
Gray &
(SW 7th System)
Osborne
N/A2
122
N/A2
165
N/A2
1856
N/A2
213
(2003)
Springbrook Creek
ESGRWP
457
756
931
1053
12764
1251
1197
1343
(at BRPS) 3
(2007)
Panther (at
ESGRWP
67
119
130
149
152
174
197
226
SW 23rd St.) 3
(2007)
Rolling Hills (at
ESGRWP
N/A5
N/A5
148
1974
1994
186
261
330
1-405) 3
(2007)
Valley Subbasin
ESGRWP
(Springbrook Creek
(2007)
365
612
769
845
900
1003
1013
1139
at SW 23rd St.)
1. These flows reflect a future "conveyance' event. There is also a "storage" event that reflects pumping limitations on the BRPS. For more information, see
ESGRWP Supplement (R. W. Beck, 2007).
2. Flows were estimated for future conditions only.
3. Flows are based on frequency analysis performed on Springbrook Creek at the BRPS. Individual frequency analyses have not been done.
4. Flows are higher because this event coincides with high flows in the Green, forcing BRPS to operate at a reduced rate, and thus affecting the peak rate.
5. Peak flows for the 2-year recurrence interval were not available.
6. A subsequent report prepared by GHD modeled the 25-year future condition flow at 175.0 (Scenario 2A).
Source: ESGRWP Supplement (R. W. Beck, 2007) and SW 7th Street Storm Drainage Improvement Project (Gray & Osborne, 2003)
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2.4.5.6 South Renton/SW 7th Subbasin
The South Renton subbasin, also called the "SW 7th Basin," is located in the former floodplain of the
Black River. This subbasin is generally flat and includes much of the southern portion of the core area of
Renton, a small residential sector, and a large area of commercial and industrial facilities.
Surface water in the basin is generally collected and conveyed in a south and west direction to reach a
major trunk storm drain along SW 7th Street that discharges to Springbrook Creek. Limited pipe capacity
has caused significant flooding along SW 7th Street. The City has begun a phased approach for solving
these problems.
To date, pipe improvements have included two projects. First, a new 60-inch-diameter pipe was
installed between Lind Ave SW and a new outfall at Naches Ave SW along with a header vault
approximately 550 feet east of Lind Ave SW. The 60-inch-diameter pipe was put in as a parallel system
to increase system capacity (parallel to a 54-inch-diameter pipe). The header vault was installed to
facilitate connection of another pipe extension under the second project. The second project included a
new 60-inch pipe extension from the header vault to Shattuck Ave SW. This system parallels an existing
24-inch pipe (with the exception of a 150-foot gap at Hardie Avenue, which only contains the 60-inch
pipe).
Hydrology - 2003 Conditions: This subbasin is approximately 538 acres. Current condition predicted
flows for this subbasin were not estimated as part of the most recent modeling (Gray & Osborne, 2003).
Hydrology - Future Conditions: Future condition predicted flows are presented in Table 2-9. A
subsequent study by GHD included additional modeling for the 25-year storm, which provided similar
results to the 2003 study. Note that this subbasin is already highly developed; therefore, current
condition flows are likely very similar to future condition flows.
2.4.5.7 Springbrook Creek Subbasin
Springbrook Creek is a long creek within the East Side Green River watershed, draining much of the area
of south Renton. The Black River/Springbrook Creek is located at river -mile 11 of the Green River. Much
of the Black River/Springbrook Creek land is urbanized. Development generally extends to the
streambank that limits the width of the riparian corridor. Much of the subbasin known as the
Springbrook subbasin within the City of Renton is drained by a fork known as "Upper Springbrook Creek"
in the ESGRWP (R. W. Beck, 1997a). This fork flows northwesterly underneath SR-167 and then joins the
mainstem of Springbrook Creek just south of the city limits. Springbrook Creek then flows northward
through Renton in the Valley subbasin where it eventually joins the Black River. The majority of the
Springbrook Creek subbasin lies in between Highway 167 and Panther Lake. Less than a sixth of this is
within the current Renton city limits.
The portion of the Black River Basin known as the Springbrook Creek subbasin has a portion within the
city limits that consists of open forested land known as the City of Renton watershed. Existing riparian
vegetation is typically herbs, shrubs, and deciduous trees with much of the ecological function highly
impaired. The area beyond the city boundaries, which drains into the City, has been partially developed
into single-family residential neighborhoods. However, the portion of the Springbrook Creek subbasin
within the City's watershed will remain forested.
Hydrology - 2007 Conditions: This subbasin is approximately 574 acres, with 86 acres of effective
impervious area (EIA) (R. W. Beck, 2007).
Table 2-9 presents 2007 conditions and future peak flows expected as a result of changing land use for
the Springbrook Creek subbasin.
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Hydrology - Future Conditions: In the future, this subbasin is expected to continue to be developed as a
residential area, with some areas being developed as commercial development and multifamily housing.
The estimated future EIA is 23%, an increase of 46 acres, with most of the conversion occurring outside
the City (R. W. Beck, 2007).
2.4.5.8 Panther Creek Subbasin
The Panther Creek subbasin straddles the Renton city limits. Only a small, lower portion of the subbasin
is within the city limits, between the Valley and Rolling Hills subbasins. This portion of the subbasin
contains a long, narrow wetland area that parallels SR 167, known as the Panther Creek Wetland. This
wetland extends along the east side of SR 167 from near 1-405 at the north to Panther Creek (near S
37th Street) at the south. The SW 23rd Street drainage channel originates at the Panther Creek Wetland.
Most of the Renton portion of the subbasin is downstream, within the "P3" and "P4" subbasins, as
analyzed by the ESGRWP (R. W. Beck, 1997a).
Hydrology - 2007 Conditions: This subbasin is approximately 1,700 acres, with 372 acres of EIA
(R. W. Beck, 2007).
The peak flows for 2007 conditions from this subbasin are presented in Table 2-9.
Hydrology - Future Conditions: Most of the future development will include converting open space to
single-family residences. The City of Renton Comprehensive Plan (2015) has zoned the entire area as
residential, except for commercial mixed used and areas designated as environmentally sensitive. It is
estimated that an additional 249 acres of EIA will exist in the future, reflecting a 67% increase in
impervious area (R. W. Beck, 2007). This growth is expected to be evenly distributed between the City
portion of the basin and the upper plateau in Kent.
The future predicted peak flows for the basin, presented in Table 2-9, show large increases for frequent
storm events and smaller increases for rare events. The increases would be larger, but the flows pass
through the large Panther Creek Wetland, which helps attenuate storm peaks.
2.4.5.9 Rolling Hills Subbasin
The Rolling Hills subbasin is similar geographically to the adjacent Tiffany/Ginger Creek subbasin,
although flows from this subbasin go west to Panther Creek and the BRPS rather than north to the Cedar
River. The Rolling Hills subbasin contains a small stretch of low-lying areas in the Green River valley
floor, a moderate to steeply sloping region above the valley, with two incised canyons, and a gentler
sloping plateau area at the top of the basin. The lower flat area has been developed into a
commercial -industrial belt and 1-405 transportation corridor. The slopes above most of this area have
been developed into multifamily housing units and single-family homes except for the steeply sloping
canyons. Much of the upper portion of the basin has also been developed into single-family homes.
Rolling Hills Creek is routed under 1-405 via a parallel pipe system and discharges into the Panther Creek
Wetland and a channel that flows south along the east side of SR-167. The channel enters a box culvert
that conveys flows west under SR-167. This culvert connects to a pipe system along SW 19th Street,
which conveys flow west until it discharges into Springbrook Creek. During high -flow periods, the
channel upstream from the SR-167 box culvert can overtop and spill out into the Panther Creek
Wetland.
Hydrology - 2007 Conditions: This subbasin is approximately 926 acres, with 293 acres of EIA
(R. W. Beck, 2007). Predicted 2007 condition peak flows are presented in Table 2-9.
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Hydrology - Future Conditions: The Rolling Hills subbasin will remain in a similar land use pattern to
what existed in 2006 according to the City of Renton Comprehensive Plan (2006). The estimated future
EIA is 50%. This reflects an additional 167 acres of EIA (R. W. Beck, 2007). Table 2-9 presents the
expected changes in peak flows.
2.4.5.10 Valley Subbasin
The Valley subbasin is a flat part of the Green River Valley. Its dominant drainage feature is Springbrook
Creek, which flows south to north and discharges into the BRPS forebay. While flowing through this
subbasin, Springbrook Creek joins with Panther Creek, at SW 23rd Street; Rolling Hills Creek, at SW 19th
Street; and the SW 7th system. Water surface elevations in Valley subbasin are impacted by peak flows,
storage capacity of the adjacent wetlands; the conveyance capacity of the stream channels, culvert
crossings, and bridges; and the operation of BRPS, which depends on the flow in the Green River. Most
of the open land is cleared flat lowland, with scattered wetland areas. The developed area is over 90
percent commercial or industrial, with much of development large warehouse type structures.
Hydrology - 2007 Conditions: Flows in this subbasin include flows from Garrison Creek, Mill Creek,
Panther Creek, Springbrook Creek, and the Rolling Hills subbasin, which all converge within the Valley
subbasin. Table 2-9 presents estimated peak flows at various locations in the valley.
Hydrology - Future Conditions: The dominant system in this subbasin, Springbrook Creek, will be subject
to higher peak flows in the future due to upstream development in both Renton and Kent. Peak flow
increases are greater for the smaller events such as the 2-year compared to projected flow increases for
the more rare events. This is due to the significant storage attenuation for the more severe flood events
provided by the valley wetlands.
2.4.6 SOOS CREEK BASIN
The Soos Creek Basin is a large basin that lies between the Cedar River and Black River basins and is
tributary to the Green River, which places it in WRIA 9. A portion of the basin which includes Big Soos
Creek is located in the very southeast edge of the present Renton city limits, as shown in Figure 2-1, and
only 17 acres of the basin are actually within the City. A larger portion of the basin is located within the
UGB; however, the Big Soos Creek flows in a southerly direction, away from the current city boundaries,
and therefore, flow changes within Big Soos Creek are not likely to impact the City.
Development in the upper portion of the basin is almost entirely single-family and multifamily
residential with a fairly large area of the basin identified as wetlands and related habitat. In addition,
floodplains are found in the Soos Creek Basin.
2.4.6.1 Basin Water Quality
No water quality data was available within the city limits in the uppermost portion of the basin.
River -mile 10.5 is as far upstream as monitoring has been conducted. According to a Habitat Limiting
Factors and Reconnaissance Assessment Report prepared for WRIA 9 (King County, 2000), dissolved
oxygen in Big Soos Creek was observed to be below rearing and incubation standards in some
measurements; many of the excursions occurred during defined salmon incubation periods. Big Soos
Creek, downstream of the City jurisdictional limits, is on the state's 2016 303(d) list for dissolved oxygen
and bacteria.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 2-36
DRAINAGE BASIN AND SERVICE AREAS
2.4.6.2 Basin Fish Habitat
As mentioned in the WRIA 9 Limiting Factors report (King County, 2000), there is a general lack of
habitat information for the Soos Creek Basin, especially since the mid-1980s. Despite the lack of
information, the technical advisory group for the WRIA 9 Limiting Factors report was able to conclude:
• There is a lack of large woody debris throughout the streams in the Soos Creek basin.
• The increased frequency of peak flows attributed to increased impervious surfaces has been
at least partially responsible for degrading salmon habitat through channel incision and
excessive sedimentation. This degradation limits successful incubation by scouring and
smothering redds and limits rearing by reducing channel complexity.
2.4.6.3 Basin Planning Status
The Soos Creek Basin Plan, adopted in January 1992 (King County), recommended a combination of
tools for basin management aimed at correcting surface water problems and providing protection for
the basin's water resources. Among the recommended tools were various land use controls, the Basin
Steward Program, capital improvement projects, and a basin management evaluation program. Ecology,
in collaboration with local partners, is developing a plan to control pollutants in the Soos Creek
watershed. The plan will set two TMDLs for pollutants of concern: a multi -parameter TMDL addressing
dissolved oxygen, temperature, and bioassessment, and another TMDL for fecal coliform. Studies were
initiated in 2006 for temperature and dissolved oxygen, in 2011 for bioassessment, and in 2012 for fecal
coliform; and the TMDLs are expected to be complete in 2022 (Ecology, 2020d; Ecology 2020e). A
detailed discussion of these TMDL standards is provided in Section 4.4.6.
2.4.6.4 Basin Hydrology
Hydrology -1992 Conditions: Development in the upper portion of the Soos Creek basin is almost
entirely single-family residential. The Soos Creek Basin Plan estimates 1992 condition and future peak
flows at the point where Big Soos Creek crosses Lake Youngs Way at the edge of the urban growth
boundary. These flows are presented in Table 2-10.
TABLE 2-10:
PREDICTED PEAK FLOWS (CFS) FOR THE SOOS CREEK BASIN
2-Year 10-Year 25-Year 100-Year
Peak Flows Peak Flows Peak Flows Peak Flows
Subbasin Name 1992 Future 1992 Future 1992 Future 1992 Future
Big Soos Creek 50 78 81 120 N/A N/A 124 178
Source: Soos Creek Basin Plan (King County, 1992)
Hydrology - Future Conditions: As shown in Table 2-10, full buildout in the upper Soos Creek subbasin
will cause about a 50% increase in peak flows. Land use is expected to remain similar to the present
(1992), primarily residential. It is noted however, that the increases may be overstated, because the
prior modeling effort did not consider stormwater runoff controls such as retention/detention and
infiltration systems for new development and redevelopment.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 2-37
DRAINAGE BASIN AND SERVICE AREAS
2.4.7 DUWAMISH RIVER BASIN
The Duwamish River Basin is located in the northwest portion of the City. It is a small basin that
discharges directly to the Duwamish/Green River. The Duwamish River Basin is part of the Green River
Watershed. Impacts of river channelization are apparent in the estuary. Estuaries are extremely
important to habitat rearing and outmigration of juvenile salmonids. River channelization in this area,
including ditching, draining, dredging, and filling, has destroyed the estuary area.
The entire basin consists of approximately 61 acres. The portion of the basin in the City includes a large
quarry/gravel pit. Most of the area outside of the City is residential and is bisected by Martin Luther King
Jr Way S. There is no hydrologic flow or water quality information for this subbasin.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 2-38
SECTION 3
CURRENT SURFACE WATER MANAGEMENT PROGRAM
3.1 GENERAL DESCRIPTION
Utility resides within the Utility Systems Division of the Public Works Department. Figure 3-1 presents
the organization of Utility in relation to other entities within the City that provide support to Utility. The
City is governed with a Mayor -Council form of government that is elected by and accountable to its
citizens.
Public Works Department
Administrator
7rtation Maintenance
Services Utility systems
Director Director
Director
FIGURE 3-1. SURFACE WATER UTILITY SUPPORT ORGANIZATION CHART
The Mayor is the head of the executive branch of government and provides general supervision over the
various City departments. The Chief Administrative Officer is appointed by the Mayor to supervise the
departments and assist with day-to-day operations. The City Council forms the legislative branch and is
principally responsible for making policy. Not all City departments that provide support to Utility are
shown on the chart. For example, Human Resources and Risk Management provide hiring, benefits,
insurance, and other support to the utility, but are not included. The support they provide is not directly
related to surface water management activities. Figures 3-2 and 3-3 show more detail about the groups
within Public Works and Community and Economic Development that are directly and indirectly
involved in Utility program support.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-1
CURRENT SURFACE WATER MANAGEMENT PROGRAM
FIGURE 3-2. SURFACE WATER STAFF WITHIN PUBLIC WORKS DEPARTMENT
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-2
CURRENT SURFACE WATER MANAGEMENT PROGRAM
FIGURE 3-3. COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT ORGANIZATIONAL DETAIL
Table 3-1 shows the surface water program elements implemented by Utility. Many of these services
are also coordinated with different work groups within the City organizational structure and are
discussed in more detail below.
TABLE 3-1:
UTILITY SURFACE WATER PROGRAM ELEMENTS
Category Program Elements Description
Engineering, Planning, Planning Participate in long-range planning (i.e., Comprehensive
Compliance, and Planning) and assist with development of annexations and
Coordination area plans.
Plan Review Review surface and stormwater components of new
development plans as needed.
Coordination with Participate in regional and local forums to plan and
Other
implement cross -jurisdictional initiatives such as flood
Jurisdictions/Agencies
control, salmon recovery, and water quality improvements.
Technical Assistance
Provide surface and stormwater technical assistance and
and Coordination
coordination with other City departments and outside
groups such as the Cedar River Council and WRIA 8 and
WRIA 9.
Regulatory Responsible for compliance with local, state and federal
Compliance codes, laws and permits related to surface and
stormwater.
Public Education and Develop and provide public education and outreach on
Involvement surface and stormwater related topics.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-3
CURRENT SURFACE WATER MANAGEMENT PROGRAM
TABLE 3-1:
UTILITY SURFACE WATER PROGRAM ELEMENTS
Category
Program Elements
Description
Storm System
Maintain and update stormwater system inventory.
Inventory
Drainage Problem
Investigate and track drainage complaints.
Inventory
Capital Projects
Develop and implement surface and stormwater capital
projects.
Flood Hazard
Conduct pre -event monitoring and preparation, post -
Monitoring and
flooding recovery and assistance during flood
Response
emergencies.
Community Rating
Implement City's community rating system to reduce flood
System
risk and flood insurance premiums for property owners.
Inspection, Operations
Illicit Discharge
Respond to spills. Identify, track and coordinate removal of
and Maintenance
Detection and
illicit discharges.
Elimination
Inspection
Inspect new construction, conduct CCTV on pipes,
conduct public and private drainage system and facility
inspections.
Cleaning
Conduct drainage system cleaning (i.e., pipes, ditches,
catch basins, facilities, etc.)
Repairs
Conduct drainage system repairs (i.e., pipes, ditches,
catch basins, facilities, etc.)
Construction
Construct new drainage system elements (i.e., pipes and
catch basins).
Vegetation
Conduct vegetation maintenance on City rights -of -way,
Maintenance
easements, and at City -owned water, wastewater and
surface water facilities.
Emergency
Respond to emergencies such as flood events, drainage
Response/customer
pipe breaks, etc. and customer complaints.
service
Administration
Utility Billing
Prepares and mails utility bills and processes payment
collection.
Information
Telecommunications, computer equipment, and
Technology
information services operations.
This section includes a description of Utility program elements, including the 2015-2019 expenditures,
staffing levels, and the specific City organizations that perform each service. Utility services are provided
by the following departments, divisions, and sections:
• Public Works Department, Utility Systems Division, Surface Water Utility Engineering
Section.
• Public Works Department, Maintenance Services Division.
• Community & Economic Development Department, Development Engineering and Planning
Divisions.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-4
CURRENT SURFACE WATER MANAGEMENT PROGRAM
• Administrative Services Department.
As shown in Table 3-1, there is significant coordination between Utility and these departments. These
interactions are further described below. Some examples include: Utility supporting the Community &
Economic Development Department to address surface water issues relating to large master planning
areas or annexations, assisting with plan review on large projects, assisting in public education and
involvement associated with stormwater, coordinating with the Maintenance Service Division to ensure
that maintenance programs and frequencies are meeting regulatory requirements, and coordinating
with the Finance and Information Services Department associated with utility billing.
There are a total of 25.15 full-time employee (FTE) surface water positions as of December 2020.
Sections 3.2 through 3.4 describe the surface water program elements performed within various Utility
programs. Section 3.5 describes management activities of the Utility. Section 3.6 provides a summary
including a cost breakdown between the various programs and the number of hours within each. The
hours are based on the 2015-2019 actual timesheet data and do not include the unfilled positions or
time off work.
3.2 ENGINEERING, PLANNING, COMPLIANCE, AND COORDINATION
Utility conducts several work activities related to engineering, planning, compliance, and coordination.
These work elements are often done in collaboration with other City Departments or work groups and
sometimes with outside organizations. The following work elements comprise the engineering, planning,
compliance, and coordination category:
• Capital Projects
• Planning
• Plan review
• Technical assistance and coordination
• Coordination with other jurisdictions/agencies
• Regulatory compliance
• Public education and involvement
• Storm system inventory
• Drainage problem inventory
• Flood hazard monitoring and response
• Community Rating System (CRS)
3.2.1 CAPITAL PROJECTS
A significant amount of the Utility Engineering Section's time is spent in the design and construction
management of capital improvements. Engineering staff are responsible for contract management for
engineering design and construction, and development of capital project solutions to surface and
stormwater system problems. Additionally, small engineering projects are sometimes designed in-house
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-5
CURRENT SURFACE WATER MANAGEMENT PROGRAM
by engineering staff depending on the size and complexity of the project. Additional capital projects
activities are construction inspection on the surface water component of City projects completed by the
Development Services Department, and capital purchases funded from the Maintenance Services
Division.
3.2.2 PLANNING
Planning activities include CIP planning and stormwater grant applications. Utility also provides
assistance with long-range plans such as the City Comprehensive Plan, area plans, master plans, large
annexations, and providing solutions to existing and future surface water management problems.
Planning expenses are incurred in the Utility Engineering Section when staff time is charged to planning
activities.
3.2.3 PLAN REVIEW
Plan review for surface and stormwater-related components of new development within the city limits
is completed by staff in the Planning Division, with assistance on an as -needed basis from the Utility
Engineering Section. Plan review may include technical assistance related to compliance with City
surface water codes and drainage manual.
3.2.4 TECHNICAL ASSISTANCE AND COORDINATION
Internal technical assistance is provided by the Utility Engineering Section to assist and coordinate with
other City departments. The assistance may include technical support related to surface water
management in other City Departments, Divisions, and Sections. Transportation Services and
Community Services (Parks Division) also often request surface water technical assistance to remedy
problems. Assistance includes internal meetings to discuss WSDOT Coordination, FEMA disaster
assistance related to surface water issues, and regional disaster preparation.
External technical assistance is also provided to public -private forums such as the Cedar River Council
and WRIA 8 and WRIA 9 Forums and associated committees, and the governmental organization, King
County Drainage District No. 1. This type of assistance is limited to as -needed customer service efforts
completed by the Utility Engineering Section and the Maintenance Services Division.
3.2.5 COORDINATION WITH OTHER. JURISDICTIONS/AGENCIES
Utility Engineering Section staff routinely coordinate with outside jurisdictions on activities including,
WRIA 8 and 9 planning, coordination with King County for Flood Hazard Management and the KCFCD,
and support related to WSDOT activities. Staff also coordinate with FEMA and USACE on emergency
response, post -flood events to repair facilities, and flood hazard reduction associated with the Green
and Cedar Rivers. Because of shared borders with the cities of Kent, Tukwila, and Newcastle, the City
routinely works with these neighboring jurisdictions to address flooding, water quality, and habitat
issues. A more detailed discussion of City coordination efforts with WSDOT and the KCFCD is included in
Section 5.
The City also collaborates with local organizations including the Cedar River Council (CRC) and special
purpose districts, such as King County Drainage District No. 1 (District).
The CRC is a group of stakeholders who participate in monthly discussions to share opinions and
concerns about issues regarding the health of the Cedar River. CRC membership cultivates collaboration
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-6
CURRENT SURFACE WATER MANAGEMENT PROGRAM
among a variety of citizens, including basin residents and representatives of community groups,
businesses, and local, state, federal, and tribal governments.
The District was formed in the early 1900s for the specific purpose of maintaining drainage ditches and
canals that were created to support the farming community located in the Green River Valley primarily
within the jurisdictions of Kent and Renton. Within Renton, the District maintains a 40-foot right-of-way
along Springbrook Creek between SW 43d Street and the Black River Pump Station. The District collects
an ad valorem tax on properties in the valley and uses the revenue to provide maintenance of the
Springbrook Creek right-of-way and provide grant money for local jurisdictions to use for flood control
improvements along the creek.
3.2.6 REGULATORY COMPLIANCE
Utility regulatory activities include development of new city surface water codes and/or design
guidelines (e.g., Surface Water Design Manual), and compliance with the municipal NPDES permitting
requirements, and city, state, and federal laws and ordinances. Section 4 of this Plan describes surface
and stormwater regulatory requirements.
3.2.7 PUBLIC EDUCATION AND INVOLVEMENT
Public education and involvement includes providing surface water public education literature through
the Customer Services counter, discussing runoff codes with developers, and meeting with the public at
Council Utilities Committees. Utility also maintains website information related to NPDES Permit
requirements, illicit discharges and spill reporting, surface water maintenance recommendations, flooding
emergencies information, watersheds, car washing, storm drain marking, and salmon recovery activities.
Utility provides an education and outreach program and public involvement and participation program to
meet the NPDES Permit requirements. Utility staff also occasionally present to students when engaged by
schools or teachers.
3.2.8 STORM SYSTEM INVENTORY
The Utility continually updates its storm system inventory to ensure accurate GIS mapping to improve
customer service to the public, developers, engineers, and other City departments. Updating the storm
system inventory mapping is an activity conducted within the Utility Engineering and Maintenance
Services Surface Water Section. Maintenance staff provides GPS coordinates and redlines maps for
Utility Engineering staff to update in GIS.
3.2.9 DRAINAGE PROBLEM INVENTORY
Drainage complaints are jointly addressed by Utility Engineering Section staff and Surface Water
Maintenance staff. Complaints originate from a variety of sources, including city residents, businesses,
Maintenance Services, and other City departments. Usually, complaints are investigated, and an action
item, such as a work order, may be initiated as a result of the complaint. Otherwise, the complaint is
tracked and logged with a description of how it was handled.
3.2.10 FLOOD HAZARD MONITORING AND RESPONSE
This activity involves flood monitoring, pre -flood preparation, post -flooding recovery and repairs,
communicating with internal and external groups, and assisting in emergency response during floods.
OSBORN CONSULTING, INC.
BELLEVUE 0 SEATTLE 0 SPOKANE 3-7
CURRENT SURFACE WATER MANAGEMENT PROGRAM
Flood hazard response varies depending on the severity of storm events from year to year and the
potential to result in flooding, particularly on the City's large rivers: the Cedar and the Green. Notable
flood events occurred in January 2009, December 2015, December 2019, and February 2020. Potential
flooding of the Green River due to problems with the Howard Hanson Dam is discussed in Section
2.4.5.4. Part of this activity involves coordinating with other agencies such as the KCFCD, as discussed
above in Section 3.2.5.
3.2.11 COMMUNITY RATING SYSTEM (CRS)
The Community Rating System (CRS) is a program within FEMA's NFIP. NFIP provides property owners
access to federally backed flood insurance. Any property that is financed through a federal loan is
required to have flood insurance if the property is located in the FEMA regulated floodplain. NFIP
provides property owners flood insurance that may not be otherwise available through the private
insurance market. Additionally, where private insurance is available, it is generally very expensive, and
NFIP provides flood insurance at a discounted rate compared to private insurance. Currently, the City
has a rating of 5 out of 10, which allows for a 25% discount in federal flood insurance.
CRS is a voluntary incentive program that recognizes communities that implement floodplain
management practices that exceed the federal minimum requirements of the NFIP to provide protection
from flooding.
By implementing policies and practices that reduce flood risk, the City receives credits the can be used
to reduce flood insurance premiums for property owners. These reduced premiums reflect the reduced
flood risk resulting from the City's efforts toward reducing flood damage to insurable properties. Utility
Engineering Section staff are responsible for implementing the CRS program in Renton.
3.3 INSPECTION, OPERATIONS, AND MAINTENANCE
Inspection, operations, and maintenance is generally completed by the Maintenance Services Division in
Public Works in coordination with Utility Engineering Section staff. Current Maintenance Services
Division staffing for surface water O&M is 16.24 FTEs, including the Surface Water Maintenance
Manager and Supervisor. The following are surface water work activities in the inspection, operations
and maintenance category:
• Illicit discharge and detection elimination
• Inspection
• Cleaning
• Repairs
• Construction
• Emergency response/customer service
• Vegetation Control for water, surface water, and wastewater facilities and street rights -of
way
Table 3-2 summarizes the surface water infrastructure that the Maintenance Services Division is
responsible for inspecting and/or maintaining.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-8
CURRENT SURFACE WATER MANAGEMENT PROGRAM
Table 3-2.
Surface Water Management Inventory Data
Type of Facility Quantity' Unit
Catch Basins/manholes
17,043
Each
Drainage Pipe
277
Miles
Ditches
24
Miles
Culverts
8.5
Miles
Detention Facilities3 — City Maintained
264
Each
Water Quality Facilities2 — City Maintained
171
Each
Detention Facilities3 — Privately Maintained4
437
Each
Water Quality Facilities- Privately Maintained4
350
Each
Quantities were estimated in 2020 using information available from the City's GIS.
2 Facilities include wetponds, bioswales, Filterras, etc.
3 Facilities include ponds, vaults, and tanks.
4 The quantity for private facilities includes residential subdivisions and commercial and industrial sites
The City has a maintenance management system where Maintenance Service Division activities are
recorded. Table 3-3 lists these activities, along with the activity numbers and the categories into which
they are grouped. Maintenance Services Division staff record all hours worked in these categories.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-9
CURRENT SURFACE WATER MANAGEMENT PROGRAM
Table 3- 3.
Maintenance Program Activities
Category
Activity
Activity No.
Manhole Cleaning
60002
Line Cleaning
60010
Root Cutting
60015
Brush Ctg/Ease/RDS/DT
60016
Cleaning
Facility Cleaning
60009
CB Cleaning
60072
Drain Patrol
60075
Retention Cleaning
60081
Ditch Cleaning
60091
MH Repair/Replace
60001
MH Lid and Ring Replace
60006
Line Repairs
60012
Repair/Replace
CB Repairs
60172
Retention System Repairs
60173
Ditch Repair
60174
Inspection
Inspect New Construction
60019
TV Inspection
60020
Miscllnspections
60024
Public/Private Drainage Inspections
60194
NPDES WQ Facility Inspection
60007
Line Construction
60112
Construction
CB Construction
60113
Vegetation Control
Rights -of -way
60333
Domestic Water Facilities
60331
Surface Water Facilities
60300
Surface Water Easements
60005
Wastewater Easements
60334
Customer Service/Info
60100
IDDE and IC
60700
Equipment and Shop Service
60800
Other
Emergency Response
60911
Work for Other Sections
60999
Field Supervision
60901
Professional Training
60902
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-10
CURRENT SURFACE WATER MANAGEMENT PROGRAM
3.3.1 ILLICIT DISCHARGE DETECTION AND ELIMINATION
Illicit discharge detection and elimination (IDDE) is the responsibility of the Maintenance Services
Division with support from the Utility Division to respond to spills, report, and keep records per the
NPDES permit requirements. Coordination is sometimes needed with the City airport, Planning Division,
Parks Division, Renton Regional Fire Authority and other city departments.
3.3.2 INSPECTION
Inspection activities for compliance with the Controlling Runoff and Operations and Maintenance
programs of the NPDES Permit are shared by Public Works staff in the Maintenance Services Division
and Utility Division, and by the Planning Division of the Community and Economic Development
Department. Private stormwater facility inspections are conducted by the Utility Division while public
stormwater facility inspections are conducted by the Maintenance Services Division. Construction
inspection of City projects is provided by the Maintenance Services Division and Planning Division, and
construction inspection for private development is completed by staff in the Planning Division.
Inspections may lead to follow-up maintenance work for the Maintenance Services Division for
stormwater facilities for which the City has assumed maintenance responsibilities, or for which private
owners have not cooperated to fulfill their maintenance obligations if the lack of maintenance is
impacting the City's system. Table 3-2 shows the number of City -maintained and privately maintained
facilities.
3.3.3 CLEANING
The Maintenance Division is responsible for cleaning the stormwater system, including ditches, pipes,
culverts, catch basins, and inlets. There are three eductor truck crews that are dedicated to the Utility
with the following functions:
• NPDES-related services throughout the City, primarily pipe and catch basin cleaning.
Ongoing maintenance in the Benson Hill area. After the April 1, 2008, annexation of the
Benson Hill area, City crews noted that surface water management facilities required more
maintenance than anticipated. Some of this maintenance includes minor/major
repairs/replacement to catch basins, driveway culverts, and pipes to maintain functionality
of the drainage system.
Other necessary work throughout the City and assistance with the eductor truck crews. This
includes NPDES-related services and includes remaining activities requiring an educator
truck crew, regardless of location within the City.
The NPDES permit specifies catch basin inspection requirements and the conditions under which catch
basins must be cleaned. The City has opted for an alternative compliance approach according to Section
S5.C.7.c.iii.c. of the NPDES Permit, as described in Section 4. Pipes, ditches, catch basins, and inlets with
a circuit are cleaned once during the permit term.
3.3.4 REPAIRS
Repairs are made on surface and stormwater infrastructure as needed by the Maintenance Division.
These include ditch regrading, catch basin and catch basin lid repair and replacement, spot repairs on
pipes, and other small repairs to keep the system functioning. The NPDES permit dictates a schedule for
maintenance activities. For stormwater system components that do not meet maintenance standards,
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-11
CURRENT SURFACE WATER MANAGEMENT PROGRAM
problems related to the component's function must be addressed within one year for stormwater
facilities, within six months for catch basins, and within two years for maintenance requiring capital
construction costs of less than $25,000.
3.3.5 CONSTRUCTION
New construction consists of installation of new stormwater infrastructure in areas where none
previously existed or to solve existing drainage problems. The Maintenance Division also inspects and
repairs CMP pipe as part of the asset management program further described in Section 5.7.
3.3.6 EMERGENCY RESPONSE/CUSTOMER SERVICE
Maintenance Division staff respond to emergencies such as flooding, surcharging catch basins, pipe
breaks, and other problems for which they have the skills and equipment to rapidly deploy. Additionally,
they routinely provide customer as the first responders to drainage complaints and other calls that
come to the customer service counter.
3.3.7 VEGETATION CONTROL
Maintenance Division staff control vegetation in the right-of-way, easements and at public facilities. Six
FTEs are dedicated to mowing, brush removal, noxious weed elimination and herbicide application
mostly from May through October. Vegetation control equipment consists of six types of mowers, three
flatbeds, three trailers and hand tools.
3.4 ADMINISTRATION
Utility administration requires staffing in the Public Works Department as well as support from the
Administrative Services Division. Utility pays for a portion of the Public Works Department
administrative staff. In addition, a portion of the Utility Engineering Section's expenditures is
administrative, as are certain Maintenance Services Division administrative costs. Administrative
services provided outside the Surface Water Utility include:
• Information Technology
• Utility Billing
Also considered administrative are insurance costs and Utility's share of technical services costs for
monument control, survey services, and appraisal services. Taxes, debt service, and general fund
allocation account for a percentage of the overall Utility budget and are described below.
3.4.1 INFORMATION TECHNOLOGY
Expenses included under this program element are interfund payments for telecommunications,
computer replacement, and information services operation.
3.4.2 UTILITY BILLING
Utility pays a portion of the Administrative Services Department staff to process surface water utility
bills. This effort includes preparing and mailing utility bills, utility bill payment collection, assisting the
public with billing inquires, and enforcement of delinquent payments.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-12
CURRENT SURFACE WATER MANAGEMENT PROGRAM
Utility billing activities include the costs that the Finance & Information Services Department charges
Utility. In addition, a percentage of Utility Engineering Staff time is spent estimating the billing
characteristics of new non-residential development. Utility billing activities include account set-up,
responding to customer billing complaints, and researching surface water utility billing.
3.4.3 GENERAL FUND COST ALLOCATION
Utility's share of the 2020 General Fund Cost Allocation is $363,000, which is 4.3% of the program's total
expenditures.
3.4.4 TAXES
Taxes include the 1.5% state B&O tax and the 6.8% city utility tax.
3.4.5 DEBT SERVICE
The debt service expense for Utility projects was $641,000 in 2020, which is 7.6% of the program total.
3.5 MANAGEMENT
Internal management activities include response to public records requests, budgeting, staff meetings,
performance appraisals, and day-to-day administration of the Utility's Engineering Section.
External management activities include response to lawsuits, preparation of latecomer's agreements, and
formation of special assessment districts. These activities are infrequently provided by the Utility's
Engineering Section.
3.6 SUMMARY OF EXISTING PROGRAM
The 2015-2019 expenditures for each program element are shown in Table 3-4. This data was compiled
by reviewing staffing cost data from the Utility's budget and the amount of time spent on different
broad program elements, as categorized in Table 3-1. Based on this information, budget was allocated
to the programs that the Utility delivers to ratepayers.
Table 3- 4.
Average 2015-2019 Staffing Expenditures for Program Elements'
Program Element
Hours
Cost
Engineering, Planning, Compliance, and Coordination
5,467
$322,297
Inspection, Operations and Maintenance2.3
33,779
1,641,063
Administration3
1,933
100,797
Management
2,626
162,806
Capital Improvement Projects
6,569
395,041
TOTAL Staff Hours and Costs
50,374
2,622,004
Hours and costs are based on 5-year average between 2015 and 2019.
2 Current Surface Water maintenance crew staffing (2020) is 16 FTEs at an approximate cost of
$126,545 per FTE per year. This is subject to change.
3 A portion of Administration and all Inspection, Operations and Maintenance Hours are based
on budgeted hours instead of actual hours.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 3-13
SECTION 4
REGULATORY REQUIREMENTS AND CITY POLICIES
4.1 INTRODUCTION
This section provides background for the regulatory framework by which Utility must operate and how
the City carries out policy direction, which is mostly driven by federal, state, and local regulations and
the City's Land Use Comprehensive Plan.
4.2 REGULATORY REQUIREMENTS
Through the process of owning, operating, maintaining, and constructing the City's surface water
management system, Utility has been designated as the responsible entity for ensuring compliance with
a number of local, state, and federal regulations. These regulations govern the quality of surface water
discharged, construction or other activities that affect aquatic habitat and endangered species,
development within critical areas, and participation in flood insurance programs. In some cases these
rules apply because of construction activities that Utility conducts to solve flooding, water quality, or
fish habitat problems. In other cases these regulations apply because Utility serves as the owner and
operator of the City's Municipal Separate Storm Sewer System (MS4) and must comply with Federal and
State laws such as the City's NPDES permit.
The City of Renton coordinates with jurisdictions at the local, county, state, and federal levels. A brief
discussion of this coordination is provided below.
There are portions of several major drainage basins that lie within the city limits and the UGB. As the
City of Renton lies at the downstream end of most of those basins, the City coordinates with
neighboring jurisdictions who share those basins to work together to alleviate flooding and improve
water quality in Renton and the surrounding area. Jurisdictions with shared basins include the cities of
Kent and Tukwila in the Black River Basin, Tukwila in the Duwamish River Basin, City of Seattle for
Duwamish River Basin, West Lake Washington Basin and the Cedar River Basin, the City of Newcastle in
the May Creek Basin and Gypsy subbasins, and unincorporated King County in the Cedar River Basin and
Soos Creek Basin.
The City coordinates with agencies at the state level, including Ecology on activities related to WRIAs 8
and 9 and NPDES permitting; WSDOT on transportation -related activities and stormwater mitigation for
highway projects within the City limits (see Section 5.10.1.1); WDFW, particularly for Hydraulic Project
Approval Permits (HPAs), which are required for work in streams such as culvert replacements and
channel restoration; and KCFCD for flood prevention (see Section 5.10.2).
The City also coordinates with agencies at the federal level on activities requiring USACE permits,
specifically for work in wetlands, lakes, and streams that require a CWA Section 404 permit, as well as
flood prevention and emergency response (see Section 5.10.3). There are additional federal regulations
within the CWA and the NFIP that the City is required to follow, but Ecology has permitting authority
under the CWA and the Revised Code of Washington (RCW). As a result, the City coordinates directly
with Ecology for several of these regulations.
This section summarizes the regulations, as well as the related agency coordination required for the City
of Renton's Surface Water Program.
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4.3 CITY ORDINANCES AND REGULATIONS
This section provides an overview of the City of Renton's ordinances and regulations relevant to surface
and stormwater management. The City's regulations are set forth in the Renton Municipal Code (RMC).
Stormwater related ordinances and regulations are in Title IV Development Regulations of the RMC.
Chapter 4, Environmental Regulations and Overlay Districts, includes the Critical Areas Ordinance and
Shoreline Master Program. Chapter 4 includes Development Guidelines and Regulations and Grading,
Excavation and Mining Regulations. Chapter 6 is where Drainage (Surface Water) Standards are found.
Below is a summary of each of these chapters and relevance to the Utility.
4.3.1 RMC 4-3-050 CRITICAL AREAS REGULATIONS
The purposes of RMC 4-3-050 as outlined in Section A are to:
1. Manage development activities to protect environmental quality and promote diversity of
species and habitat within the City.
2. Ensure that activities in or affecting critical areas do not threaten public safety, cause
nuisances, or destroy or degrade critical area functions and values.
3. Prevent the loss of critical area acreage and functions and strive for a net gain over present
conditions through restoration where feasible.
4. Assist or further the implementation of the policies of the Growth Management Act, the
State Environmental Policy Act, and the City Comprehensive Plan.
5. Provide City officials with information to evaluate, approve, condition, or deny public or
private development proposals with regard to critical area impacts.
6. Protect the public life, health, safety, welfare, and property by minimizing and managing the
adverse environmental impacts of development within and abutting critical areas.
7. Protect the public from:
• Avoidable monetary losses due to maintenance and replacement of public facilities
and utilities, property damage, public mitigation of avoidable impacts, and public
emergency rescue and relief operations.
• Potential litigation on improper construction practices occurring in critical areas.
Reduce the potential for damage to life and property from abandoned coal mines and
return the land to productive uses.
9. Maintain, to the extent practicable, a stable tax base by providing for the sound use and
development of areas of flood hazard areas to minimize future flood blight areas.
10. Protect riparian habitat to provide for bank and channel stability, sustained water supply,
flood storage, recruitment of woody debris, leaf litter, nutrients, sediment and pollutant
filtering, shade, shelter, and other functions that are important to both fish and wildlife.
This section of the RMC includes regulations that apply to wellhead protection, flood hazards, geologic
hazards, habitat conservation, wetlands, streams, and lakes. Management of stormwater requires
understanding potential impacts adjacent to or within critical areas because of the connection of
stormwater runoff to lakes, streams, groundwater, and wetlands, and linear infrastructure that
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intersects with critical areas features. Stormwater-related projects and activities in these areas may
require a review, unless exempt.
4.3.2 RMC 4-3-090 SHORELINE MASTER PROGRAM REGULATIONS
RMC 4-3-090 adopts the Shoreline Master Program (SMP). The City's SMP regulations are in accordance
with the Washington State Shoreline Management Act (SMA), as governed by RCW 90.58. and
Washington Administrative Code (WAC) WAC 173-26. The purpose of the SMA is to manage the
shoreline for long-term benefit by preserving ecology and natural character and increasing recreational
opportunities and public access. Uses that alter natural character, but are dependent upon the shoreline
are also recognized as an important part of the SMP.
The City has several shorelines subject to the SMP: the Cedar River, Lake Washington, Springbrook
Creek, Black River, and May Creek. Shoreline planning and regulations include the water body as well as
the lands within 200 feet of the ordinary high water mark (OHWM) or within 200 feet of floodways,
whichever is greater. Additionally, contiguous floodplain areas and all marshes, bogs, swamps, and river
deltas associated with streams, lakes, and tidal waters that are subject to the provisions of the State
Shoreline Management Act are included in the jurisdictional areas.
The City conducts a periodic review of its SMP every eight years, in accordance with the SMA, to ensure
that the SMP is consistent and up-to-date with applicable laws and regulations, City goals and policies,
and addresses changed or unique circumstances in the City.
Each shoreline has unique qualities that make it valuable, and Shorelines of Statewide Significance are of
particular importance. For the City, this includes Lake Washington and the Green River Shoreline.
Although the Green River is not within City limits, portions of the two hundred foot shoreline jurisdiction
are within the City Limits. The shorelines for these two water bodies comprise approximately 5.8 miles
of the shorelines of the state that are regulated by the City. Preference is, therefore, given to the
following uses in descending order of priority for Shorelines of Statewide Significance as established by
RCW 90.58.020:
1. Recognize and protect the statewide interest over local interest;
2. Preserve the natural character of the shoreline;
3. Result in long-term over short-term benefit;
4. Protect the resources and ecology of the shoreline;
5. Increase public access to publicly owned areas of the shorelines;
6. Increase recreational opportunities for the public in the shoreline;
7. Provide for any other element as defined in RCW 90.58.100, deemed appropriate or
necessary.
Approximately 18 miles of shoreline in the City fall under the jurisdiction of the SMA. These shorelines
are considered an extremely valuable resource not only to the City, but also to the region:
• Cedar River
• Green River (Portions of the 200-ft shoreline jurisdiction within City limits)
• Lake Washington
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• May Creek from the intersection of May Creek and NE 31st Street in the southeast quarter
of the southeast quarter of Section 32-24-5E WM.
• Springbrook Creek from the Black River on the north to SW 43rd Street on the south.
• Black River
The SMP and SMA are typical considerations when stormwater infrastructure projects have the
potential to affect shoreline uses.
4.3.3 RMC 4-4-030 DEVELOPMENT GUIDELINES AND REGULATIONS —GENERAL
RMC 4-4-030 provides guidance to the Development Services Division and the Hearing Examiner for
various land use recommendations and decisions. Stormwater-related provisions include requirements
for temporary erosion and sediment control, hydroseeding of graded areas, and the adoption by
reference of this Plan and other City Plans and Regulations.
4.3.4 RMC 4-4-060 GRADING, EXCAVATION, AND MINING REGULATIONS
The purposes of RMC 4-4-060 as outlined in the RMC in Section A are to:
1. Provide a means of regulating mining, excavation, and grading to promote the health,
safety, morals, general welfare, and aesthetics in the City.
2. Promote the progressive rehabilitation of mining, excavation, and grading sites to a suitable
new use.
3. Protect those areas and uses in the vicinity of mining, excavation, and grading activities
against detrimental effects.
4. Promote safe, economic, systematic, and uninterrupted mining, excavation, and grading
activities within the City.
5. Minimize adverse stormwater impacts generated by the removal of vegetation and
alteration of landform to comply with the requirements of the NPDES Phase II Municipal
Stormwater Permit.
6. Protect water quality from the adverse impact associated with erosion and sedimentation in
order to comply with the requirements of the NPDES Phase II Municipal Stormwater Permit.
(Ord. 5526, 2-1-2010).
This code is intended to reduce potential deleterious effects of grading, excavation, and mining on
surface water quality and provides City staff with tools for review, inspection, and enforcement of code
violations. Staff in the Community and Economic Development Division are primarily responsible for
activities related to grading, excavation, and mining. Utility staff review soil and geotechnical reports for
compliance with this regulation.
4.3.5 RMC 4-6-030 DRAINAGE (SURFACE WATER) STANDARDS
RMC 4-6-030 contains the City's Drainage Standards. The following is the language from the RMC,
Section A. Purpose:
1. The purpose of this Section is to preserve the City's watercourses by minimizing water
quality degradation from siltation, sedimentation and pollution of creeks, streams, rivers,
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lakes and other bodies of water, protect property from increased runoff rates, and to ensure
public safety.
2. It shall also be the purpose of this Section to reduce flooding, erosion, and sedimentation;
prevent and mitigate habitat loss; enhance groundwater recharge; and prevent water
quality degradation through permit review, construction inspection, enforcement, and
maintenance of drainage facilities/systems.
It shall also be the purpose of this Section to regulate the Municipal Separate Storm Sewer
System (MS4) regarding the contribution of pollutants, consisting of any material other than
stormwater, including but not limited to illicit discharges, illicit connections and/or dumping
into any storm drain system, including surface and/or groundwater throughout the City that
would adversely impact surface and groundwater quality of the City and the State of
Washington, in order to comply with requirements of the NPDES Phase II Municipal
Stormwater Permit.
4. It shall also be the purpose of this Section to create attractive and functional drainage
facilities that do not reduce public safety. (Ord. 5526, 2-1-2010; Ord. 5749, 1-12-2015)
The Administrator of the Public Works Department is responsible for the general administration and
coordination of this RMC section. This includes responsibility for reviewing drainage plans submitted in
accordance with this RMC section. This Section of the RMC adopts the 2016 King County Surface Water
Design Manual (KCSWDM) as amended by the City of Renton Amendments by reference. In February
2010, the City adopted the 2009 KCSWDM with City Amendments. These amendments to the 2009
KCSWDM are carried over to the current 2016 KCSWDM. The amendments were tailored to meet the
specific needs of the City of Renton by providing the exceptions, modifications and additions to the King
County Manual. One important change to the 2009 KCSWDM was the inclusion of a modified Flow
Control Map that shows a significant area of the City, including the Renton valley, downtown, and areas
east of 1-405 mapped as a Peak Rate Flow Control standard matching existing site conditions. This is a
significant deviation from the County's 2009 flow control map which shows all areas mapped as Flow
Control Duration Standard matching forested conditions.
4.3.6 CITY OF RENTON COMPREHENSIVE PLAN
The first City of Renton Comprehensive Plan was developed in 1990 to meet the requirements of the
State Growth Management Act (GMA). Pursuant to Engrossed Substitute House Bill (ESHB) 2342, Renton
is required to review and, if needed, revise its comprehensive plan and development regulations by June
30, 2024, and every eight years thereafter. The most recent version was adopted in 2015. The City's
Comprehensive Plan incorporates a number of objectives and policies relevant to surface water
resources, which are described in Section 4.7 of this Plan. In addition to these objectives and policies,
the greatest impact of the City's Comprehensive Plan on surface water systems and resources comes
from its land use element, which establishes the level of development density throughout the City.
Greater development densities result in higher percentages of impervious area, which impact water
quality, fish habitat, and the rate and volume of runoff.
4.4 STATE REGULATIONS
State regulations that govern activities conducted by Utility are described in this Section.
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4.4.1 RCW 43.21C STATE ENVIRONMENTAL POLICY ACT
Modeled after the National Environmental Policy Act (NEPA), the State Environmental Policy Act (SEPA)
requires the identification and evaluation of probable impacts of activities for all elements of the
environment. The SEPA rules (Chapter 197.11 WAC) became effective in April 1984. SEPA review occurs
in tandem with other agency processes. Whereas, other regulations focus on specific parts of a project
proposal, SEPA requires identification and evaluation of all probable environmental impacts (Ecology,
2020c). SEPA addresses nonexempt construction, demolition, comprehensive plans, zoning, and
development regulations that are licensed, funded, or approved by a government agency. Any
nonexempt governmental action —at any level —may be conditioned or denied pursuant to SEPA (RCW
43.21C.060).
SEPA review occurs for almost all Utility projects.
4.4.2 RCW 77.55 HYDRAULIC CODE
WDFW requires a Hydraulic Project Approval (HPA) for construction activities that use, divert, obstruct,
or change the natural flow or bed of any waters of the state. The purpose of the requirements, which
are administered through the HPA permit process, is to ensure that construction or performance of
work is done in a manner that protects fish life (WAC 220-660-010). The types of construction activity
that typically require an HPA include bridge painting, channel improvements, stream restoration, or
culvert replacements within the OHWM of freshwater. Flood -damage repair and prevention activities
such as bank stabilization, bridge repair, removal of sandbars and debris, channel maintenance and
other approved activities may be permitted as a five-year plan, avoiding the need to permit each
individual activity.
Fish habitat enhancement projects involve elimination of fish passage barriers through culvert repair
and replacement as well as stream bank restoration and/or placement of instream structures.
An HPA is applied for by either submitting online through WDFW's Aquatic Protection Permitting System
(APPS) or by submitting a Joint Aquatic Resource Permit Application (DARPA)
(http://www.epermitting.wa.gov/site/alias resourcecenter/9978/default.aspx). This is the same form
that can be submitted for permits from Ecology, USACE, and DNR. After a 45-day review period, WDFW
will approve, deny, or condition the permit. WDFW may require modifications to plans and
specifications and work timing to avoid or compensate for project impacts on fish ecology. Project
activities and possible modifications include, but are not limited to:
• Making a culvert fish passable (includes consideration of 95 and 10% exceedance flows,
minimum flow depth, and maximum hydraulic drop).
• Providing large woody debris in a stream channel.
• Moving grading limits outside the ordinary high water line.
• Specifying construction practices that prevent entry of construction equipment and/or
materials into the watercourse.
• Specifying bed material, construction methods, construction period, riparian vegetation, and
any required mitigation.
If it is more cost-effective, the applicant may be permitted to perform off -site mitigation, provided it
would generate equal or greater biological functions and values compared to on -site mitigation.
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4.4.3 RCW 86.16 FLOOD PLAIN MANAGEMENT
Chapter 86.16 RCW Flood Plain Management establishes statewide authority through regulations
promulgated by Ecology for coordinating the floodplain management regulation elements of the NFIP.
Under Chapter 173-158 WAC, Ecology requires local governments to adopt and administer regulatory
programs compliant with the minimum standards of the NFIP. Ecology provides technical assistance to
local governments for both identifying the location of the 100-year (base) floodplain and in
administering their floodplain management ordinances.
Ecology also establishes land management criteria in the base floodplain area by adopting the federal
standards and definitions contained in 44 CFR, Parts 59 and 60, as minimum state standards. Ecology
has approval authority over local floodplain management ordinances. Federal regulations allow
residential and nonresidential development in the floodplain if the proponent demonstrates that the
project is constructed to be one foot above the 100-year base flood elevation as determined by a flood
insurance study. Ecology will disapprove an ordinance if minimum federal criteria for enrollment in NFIP
or state regulations on development in the floodplain are not met. State regulations allow only for
repair, reconstruction, or improvements of existing residential structures within the floodplain that do
not increase the ground floor area and that cost less than 50% of the market value of the existing
structure. The City's first Flood Insurance Study and FIRMs were published in May 1981 and have been
updated in May 1995 and again in 2020.
The City participates in the Community Rating System (CRS), and as a result it receives discounts on
flood insurance. Engaging in the following activities gives the City CRS credits:
• Maintaining elevation certificates on all new and substantially improved buildings in the
Special Flood Hazard Area.
• Maintaining elevation certificate data in computer format.
• Making copies of elevation certificates on newer properties available at the CRS
Coordinator's office.
• Providing information on FIRMs and the flood insurance purchase requirement to inquirers
and publishing a document that tells lenders, insurance agents, and real estate agents.
• Informing insurance agents about the availability of flood certificates.
• Keeping a log of FIRM requests and responses.
• Keeping the City's FIRM updated and maintaining old copies of the FIRM.
• Maintaining flood risk reduction materials in the public library.
• Enforcing the floodplain management provisions of municipal zoning, subdivision, and
building code ordinances.
• Enforcing the current municipal building code.
• Using and updating the City's digital mapping system.
• Maintaining the City's elevation reference marks.
• Enforcing the stormwater management provisions of municipal zoning, subdivision, and
building code ordinances for new developments in the watershed.
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• Enforcing the requirement that all new buildings must be elevated above the street or
otherwise protected from drainage problems.
• Implementing the City's drainage system maintenance program.
• Performing inspections and subsequent maintenance if warranted.
• Enforcing the City's stream dumping regulations.
4.4.4 RCW 36.70A GROWTH MANAGEMENT ACT
Enacted in 1990, the GMA is intended to manage growth in Washington's fastest -growing counties
through the adoption of local comprehensive land use plans and development regulations. A 1995 GMA
amendment requires all counties and cities in Washington to include the best available science in
developing policies and development regulations to protect the functions and values of critical areas.
The standard for all plans consists of 13 advisory goals aimed solely at guiding the development of local
comprehensive plans and development regulations. These advisory goals include encouraging urban
growth where reasonable, reducing urban sprawl, encouraging efficient transportation systems based
on regional priorities, encouraging the availability and variety of affordable housing, encouraging the
retention of open space and recreational opportunities, and protecting the environment.
4.4.5 RCW 90.48.260 AND STATE IMPLEMENTATION OF CLEAN WATER ACT
The CWA was passed in 1972 "to restore the chemical, physical, and biological integrity of the Nation's
water" (33 USC 1251 [a]). There are four sections of this legislation that affect the City's surface water
program. They are:
• Section 303(d)
• Section 401
• Section 402 — NPDES
• Section 404
The CWA is a federal regulation, but it establishes statewide authority for those states that the EPA
grants NPDES permitting authority. Washington state has been granted this authority and administers
the CWA through regulations promulgated by Ecology for Sections 303(d), 401, and 402 (RCW
90.48.260). These three sections, which the state administers using the same designations as the federal
government, are described in further detail below. Section 404 is administered federally and is
described in Section 4.5.3.
4.4.6 SECTION 303(D) —WATER QUALITY STANDARDS
Section 303(d) of the CWA requires states to periodically compose a list of water quality -limited water
bodies. Waters on this list require a TMDL study, which determines the allowable pollutant loading for
the receiving waters for the water quality parameter causing the water quality impairment. It is the
responsibility of the state to perform the TMDL studies. Waters on the 303(d) list are prioritized for
TMDL studies. The TMDL is issued upon completion of the study. Several waters within the City are on
the 2016 303(d) list. The waters in Table 4-1 are still on the waiting list for TMDL studies to be
performed. Although not within the City, there is a portion of the Soos Creek watershed within
unincorporated King County that is on the 303(d) list for low dissolved oxygen, temperature,
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bioassessment, and bacteria. Because of the critical salmon habitat provided by the Soos Creek system,
Ecology in coordination with the EPA and King County is conducting studies and developing a plan to
control a range of pollutants, including low dissolved oxygen and high temperature. This multiparameter
TMDL will identify problem pollutants and how much pollution reduction needs to occur to achieve
clean water (Ecology, 2020d). Additionally, a parallel process is being conducted to develop a TMDL for
fecal coliform in Soos Creek (Ecology, 2020e). Because some of the upper portion of the watershed is in
Renton, the City is actively participating in various stakeholder meetings to discuss development of the
TMDLs.
TABLE 4-1:
CATEGORY 5 ASSESSED WATERS IN RENTON'
Water Body Segment Parameter(s)
Unnamed Tributary to Springbrook Creek Reach near 1081h Ave SE and SE Bioassessment
196th St
Unnamed Tributary to Springbrook Creek Reach near intersection of 103rd SE Bioassessment
and SE Carr Rd
Unnamed Tributary to Springbrook Creek Upstream and east of Hwy 167 Bioassessment
Springbrook Creek (Mill Creek) Near intersection of Talbot Rd. S Bioassessment
Johns Creek Lake Washington to 1-405 Temperature, dissolved oxygen,
fecal coliform bacteria
May Creek
May Creek
Maplewood Creek
Molasses Creek
Rolling Hills Creek
Black River
Lake Washington
Lake Washington
Unnamed Tributary to Lake Washington
Unnamed Tributary to Lake Washington
Cedar River
East of May Creek Park
Near mouth at Lake Washington
Confluence with Cedar River
Confluence with Cedar River to SE
Fairwood Blvd.
South of 1-405
Near Confluence with Green River and
Duwamish River to Longacres
Industrial Park
Gene Coulon Park
North of May Creek mouth
South of Renton Municipal Airport
North of Gene Coulon Park
Lake Washington to Molasses Creek
confluence
Temperature
Temperature, fecal coliform
bacteria, bioassessment
Temperature
Bioassessment
Bioassessment
Dissolved oxygen, fecal coliform
bacteria, Bioassessment
Fecal coliform bacteria
Sediment bioassay
Bioassessment
Temperature, fecal coliform bacteria
Temperature, Dissolved oxygen, pH
Unnamed Tributary to Cedar River Maplewood Golf Course Bioassessment
1. Category 5 assessed waters are per 2016 Washington Water Quality Atlas 303(d) listings
(https://fortress.wa.gov/ecy/waterqualityatlas/map.aspx Webpage accessed 8/10/20)
4.4.7 SECTION 401- CERTIFICATION
Section 401 of the CWA requires that applicants receiving a Section 404 permit from USACE first receive
certification from the state that the proposed project will meet state water quality standards and other
aquatic protection regulations. In Washington, applicants are required to obtain the Section 401 water
quality certification from Ecology. The 401 Certification can cover both the construction and operation
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of the proposed project. Any conditions of Ecology's certification become conditions of the federal
Section 404 permit. The federal agency cannot issue its permit until the certification is approved,
conditioned, or waived by the state. If the state denies a certification, an individual Section 401
certification is required for activities covered by a nationwide permit (ORIA, 2020).
4.4.8 SECTION 402 — NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
Section 402 of the CWA states that pollutants may not be discharged directly to surface waters unless
this is done under a NPDES permit. In Washington, authority to issue permits and oversee compliance
has been delegated to Ecology by the EPA. Ecology asserts requirements and a schedule for compliance.
The compliance schedule is never longer than the term of the permit. Permits are required to be
renewed at least every five years, and Ecology is responsible for writing new permits.
The NPDES program, as it relates to precipitation -induced runoff (considered a point source), provides
permits for multiple activities that could impact water quality. These include but are not limited to:
• Industrial Activities
• Operating an MS4
• Construction Activities
Utility operates its stormwater program under its NPDES Permit. The most recent permit was issued on
July 1, 2019 and became effective on August 1, 2019. The City has been operating under the NPDES
Permit since 2007. Continued City NPDES Permit coverage requires compliance with special and general
conditions outlined in the 2019 permit. These include the continuation of conditions familiar to Renton
from the 2013 Permit and new conditions that must be implemented by the prescribed permit schedule.
A summary of Renton's activities to meet permit compliance is available in the City's current
Stormwater Management Program Plan. New regulatory requirements and resource needs are
described in a regulatory memorandum (Appendix D) and in Section 5.
Key changes, from the previous permit to new permit beginning in August 2019, are described below. A
summary of resource needs and deadlines for these NPDES changes is provided in Section 5, Table 5-1.
4.4.8.1 Long -Range Planning
The new permit requires a review of how stormwater management needs and protection/improvement
of receiving water health are informing long-term plans.
4.4.8.2 Low Impact Development
The permit requires continuation of previous permit requirements to make Low Impact Development
(LID) the preferred and commonly -used approach to site development and require LID Principles and
BMPs in local development codes, rules, standards, or other enforceable documents. The permit
requires an annual assessment and documentation of newly identified barriers to implementation of LID
Principles or BMPs and measures developed to address the barriers.
4.4.8.3 Watershed Planning
The new permit requires the City to evaluate watershed conditions and prioritize its watersheds based
on receiving water conditions and ability to affect change with stormwater management actions. A
stormwater management action plan must be developed for a high priority catchment that outlines
strategies and projects to improve watershed conditions.
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4.4.8.4 MS4 Mapping
The permit requires continued documentation of MS4 features, and new requirements to collect and
update outfall size and material data, and complete mapping of all known connections from privately
owned stormwater systems.
4.4.8.5 Source Control and Business Inspection Program
The new permit requires development and implementation of a source control program for existing land
uses. It requires enforceable documents or ordinances to require source control BMPs for pollutant
generating surfaces, an inventory of potential pollutant generating sites, an inspection program,
enforcement policy, and staff training.
4.5 FEDERAL REGULATIONS
4.5.1 NATIONAL ENVIRONMENTAL POLICY ACT
The goals of NEPA are to protect, restore, and enhance the environment. NEPA documentation
requirements apply to all activities with a federal nexus, (i.e., generally either federally funded or
needing federal permits). NEPA requirements are: adequately describe the environmental ramifications
of proposed actions, fully disclose to the public proposed federal actions and provide a mechanism for
public input to federal decision -making, prepare environmental impact statements, and consider
alternatives and mitigation for every major action (usually construction projects) that would significantly
affect the quality of the human environment. The provisions for ensuring that agencies follow NEPA are
in the Council for Environmental Quality (CEQ) provisions for implementation (43 CFR 1500-1508).
4.5.2 CLEAN WATER ACT
The CWA includes four sections that affect the City's surface water program. They are:
• Section 303(d)
• Section 401
• Section 402 — NPDES
• Section 404
As described previously in Section 4.4.5, the Clean Water Act is a federal regulation that establishes
statewide authority through regulations promulgated by Ecology for Sections 303(d), 401 and 402 (RCW
90.48.260). These three sections are described in Sections 4.4.6 through 4.4.8.
Section 404 is not administered by the state, and is described as follows.
4.5.3 SECTION 404
Section 404 pertains to activities involved with filling waters of the United States. The water in question
is usually a wetland or classified stream. A wetland is defined as "areas that are inundated or saturated
by surface or ground water at a frequency and duration sufficient to support, and that under normal
circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil" (33 CFR
328.3 [c][16]). USACE has regulatory authority to administer a permit program that results in no net loss
of these waters of the United States.
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When evaluating activities that are regulated by Section 404, the emphasis is to look at alternatives that
avoid, then minimize, then compensate for any wetland impacts. Unavoidable impacts are compensated
for by a system of replacement ratios that vary depending on the quality of wetlands being impacted.
4.5.4 ENDANGERED SPECIES ACT
Puget Sound and its tributary streams in the vicinity of the City provide habitat, or may provide habitat,
for aquatic species listed as threatened or endangered under ESA. The ESA prohibits killing or harming
an endangered species in any way, including significant modification of critical habitat for that species.
Section 7 of the Act is the interagency cooperation mechanism by which Federal agencies ensure that
the actions they take or fund do not jeopardize the existence of any listed species.
National Oceanic and Atmospheric Administration (NOAA) Fisheries is responsible for marine species.
The U.S. Fish and Wildlife Service (USFWS) is responsible for resident aquatic species. In June 2000,
NOAA Fisheries adopted a rule prohibiting the "take" (which includes harassing, harming, pursuing,
hunting, shooting, wounding, killing, trapping, or collecting; or attempting any of these things) of 14
groups of salmon and steelhead listed as threatened under the ESA. Chinook salmon in Puget Sound and
its tributaries (including the Green River) were federally listed as threatened species by the NOAA
Fisheries in May 1999 (NOAA, 1999). Bull trout in Lake Washington and the Green River were listed as
threatened species by USFWS in December 1999 (USFWS, 1999). NOAA federally listed steelhead as a
threatened species in June 2007 (NOAA, 2007). Coho salmon are currently a species of concern in the
Puget Sound (NOAA, 2006). These listings directly affect City practices. For instance, the City's routine
road maintenance program must be approved by NOAA Fisheries as being consistent with the
conservation of listed salmonids' habitat by contributing to the attainment and maintenance of properly
functioning condition. If a project has a federal nexus (i.e., federal permit or federal funding), a
Biological Assessment (BA), also known as a Biological Evaluation (BE),must be performed to determine
what, if any, effects the project or action may have on a listed species (50 CFR 402.12). The purpose of a
BA/BE is to review the biological requirements of a listed species to determine potential effects of the
project or action on those species (50 CFR 402.12). After the consultation process is complete, the
USFWS or NOAA Fisheries will issue a Biological Opinion (BO) (50 CFR 402.15). Formal consultation may
last up to 90 days with the Services having 45 days after consultation to write the opinion. The BO will
determine if the project or action would result in "jeopardy" or the destruction or modification of critical
habitat (50 CFR 402.14[h][3]). If a project or action is determined to affect a species that has been
proposed for listing, the federal lead agency must complete an informal consultation with either the
USFWS or NOAA Fisheries, but the results of the subsequent conference are non -binding.
NOAA Fisheries requires the City to participate in recovery activities for listed species. Regional (Puget
Sound area) recovery activities are supplemented by proactive interlocal agreements, such as
WRIA-level habitat conservation planning.
The City facilitates ESA compliance at the local level by incorporating it into its critical areas ordinance
(CAO). For example:
• The presence of a listed species is sufficient to classify a wetland as Category 1 (RMC
4-3-050[G] [9] [c] [i] ).
• The presence of listed species may be used as justification to enact enlarged wetland buffers
on a case -by -case basis (RMC 4-3-050[G][9][d][iv]).
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REGULATORY REQUIREMENTS AND CITY POLICIES
4.5.5 NATIONAL FLOOD INSURANCE PROGRAM
As stated in Section 4.4.3, Chapter 86.16 RCW Floodplain Management establishes statewide authority
through regulations promulgated by Ecology for coordinating the floodplain management regulation
elements of NFIP. Under Chapter 173 158 WAC, Ecology requires local governments to adopt and
administer regulatory programs compliant with the minimum standards of NFIP, which is administered
through the Federal Emergency Management Agency (FEMA). Ecology provides technical assistance to
local governments for identifying the location of the 100-year (base) floodplain. By enacting restrictions
and requirements on development in the floodplain, residents of Renton get reduced flood insurance
rates in return. Renton's participation in the NFIP allows residents and businesses to obtain flood
insurance through the NFIP against potential flooding losses.
4.6 SUMMARY OF PERMITS REQUIRED
Permits needed for construction projects are summarized in Table 4-2. The most common permits have
been discussed in Sections 4.2 through 4.4.
TABLE 4-2:
PERMITS NEEDED FOR PROJECTS
Permit or
Report
Trigger
Approval
Agency
Processing Time
Comment
Section
Federal nexus
NEPA
NOAA Fisheries
Depends on whether
Independent of SEPA, but a
4.5.1
or USFWS
an EIS, EA, or
joint review can be arranged
categorical exclusion
on a case -by -case basis
is required. If an EIS
is required, it usually
takes 3-7 years.
ESA
Varies widely, but 6
Does not apply if project will
4.5.4
Consultation or
months is typical.
have no impact on listed
Take
species
exemption
Discharge or fill to
CWA Section
Army Corps of
30-180 days total
"Waters" includes rivers,
4.5.3
waters of the U.S.
404
Engineers
streams, lakes, wetlands,
swamps, marshes, and
Work in navigable
CWA Section
waters
10
bogs.
Apply using JARPA.Processed
Federal nexus and
CWA Section
Washington
concurrently.
4.4.7
discharge to
401
State
navigable waters
Department of
Submit a pre -filing meeting
Ecology
request 30 days in advance
for 401 certification
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REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-2:
PERMITS NEEDED FOR PROJECTS
Permit or
Report
Trigger
Approval
Agency
Processing Time
Comment
Section
Nonexempt
SEPA
Local agency
6-8 weeks for
4.4.1
construction,
approving
projects undergoing
comprehensive
authority
Administrative
plans, zoning, and
(usually
Review.
development
Renton),
regulations that are
licensing or
licensed, funded,
funding agency
or approved by a
government
agency
Disturbance of at
NPDES
Washington
30 days after
An Individual Permit will take
4.4.8
least one acre of
Construction
State
submitting NOI
considerably longer to
soil and
Stormwater
Department of
process than a General
disturbance on
Permit
Ecology
Permit.
sites smaller than
one acre that are
part
of a larger common
plan of
development or
sale, if the common
plan of
development or
sale will ultimately
disturb one acre or
more.
Activity that could
Isolated
About 90 days
Wetlands that aren't
-
cause pollution to
Wetlands
connected to recognized
an isolated wetland
Administrative
water bodies are regulated
Order
here, instead of under CWA
Section 404
Activity that
Air Quality
At least 30 days
Common trigger activities
-
temporarily
Permit
include land -clearing burns
produces air
and demolition of
pollution above
asbestos -containing
allowed levels
structures.
Drilling
Soil Boring
No review delay --just
Includes monitoring wells
-
NOI
send in the form
and geotech borings.
Shoreline or
Temporary
-
in -water work that
Exceedance of
temporarily
Water Quality
increases turbidity
Standards
Activity that could
Hydraulic
Washington
Up to 45 days
Common trigger activities
4.4.2
use, divert,
Project
Department of
are pipeline crossings,
obstruct, or change
Approval
fish and Wildlife
culvert installations, and
the flow of state
outfall placements.
waters
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REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-2:
PERMITS NEEDED FOR PROJECTS
Permit or
Report
Trigger
Approval
Agency
Processing Time
Comment
Section
Construction or
Easement on
Washington
-
staging on
Public Lands
Department of
state-owned land
Natural
Resources
Shoreline
Shoreline
Renton
6-8 weeks for
Several exemptions apply
4.3.2
development
Substantial
Community and
projects undergoing
valued at $5000 or
Development
Economic
Administrative
greater
Permit
Development
Review. Up to 16
Department
weeks for projects
undergoing Shoreline
Tree -cutting or
Building and
Renton
4.3.4
grading
Grading Permit
Community and
Hearing Board
EconomicReview.
Review and DOE
Any development
Site Plan
4.4.1
Review, SEPA
Development
4.3.3
and Civil
Department
Construction
Permit
Development
Variance
Variances are generally
4.3.1
activity not allowed
granted when necessary to
under the CAO
use a property reasonably,
provided the variance would
not be detrimental to public
welfare or land in the project
vicinity.
Development
Shoreline
Community and
16 weeks
When an activity or
4.4.1,
activity not allowed
Variance and
Economic
development is proposed
4.3.2
within Shoreline
SEPA
Development
that does not comply with the
Jurisdiction
Department,
bulk, dimensional, and/or
Shoreline
performance standards of
Hearings Board
the program, such
development or use shall
only be authorized by
approval of a shoreline
variance even if the
development or use does not
require a substantial
development permit.
CAO:
Critical Areas Ordinance
NEPA:
National Environmental Policy Act
Corps:
U.S. Army Corps of Engineers
NOAA Fisheries: National Oceanic and Atmospheric Administration,
CWA:
Clean Water Act
Department of Fisheries
EA:
Environmental Assessment
NOI:
Notice of Intent
EIS:
Environmental Impact Statement
NPDES:
National Pollutant Discharge Elimination System
Ecology:
Washington State Department of Ecology
SEPA:
State Environmental Policy Act
ESA:
Endangered Species Act
WDFW:
Washington Department of Fish and Wildlife
HPA:
Hydraulic Project Approval
DNR:
Department of Natural Resources
JARPA:
Joint Aquatic Resource Permit Application
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REGULATORY REQUIREMENTS AND CITY POLICIES
4.7 PROGRAM POLICIES
This section addresses how the Utility meets the sustainability objective set in the City's business plan. It
also summarizes program policies, which are generally set forth by the City's Comprehensive Plan. This
section also discusses new policy directions evaluated during the development of this Plan.
4.7.1 SUSTAINABILITY
The basic definition of sustainability is the ability to meet the needs of the present without
compromising the ability of future generations to meet their needs. A more complex view of
sustainability revolves around what is commonly referred to as the triple bottom line: the economy,
society, and the environment. The latter representation would define sustainability as the ability for a
project or a program, to continuously provide, to the most extent possible, economic, social and
environmental benefits. The triple bottom line is generally used to define corporate or institutional level
sustainability. Because the Surface Water program is institutional in nature, this section evaluates how
sustainable this program is from the lens of institutional sustainability, not just from an environmental
perspective.
4.7.1.1 Economic Benefits
The Surface Water program provides various economic benefits to the City and the public. This financial
sustainability component also relates to resiliency, or the ability of the Surface Water program to absorb,
address and recover from challenges and unforeseen events. Economic benefits include:
Structuring surface water fees to fund Surface Water operations and the Capital
Improvement Program and maintaining a Surface Water fund balance which acts as a
reserve to cover emerging priorities or unforeseen emergencies.
Securing grants from the Department of Ecology, King County Flood Control Zone
District, and FEMA, when necessary and as opportunities arise, to provide supplemental
funding for the Surface Water Utility projects and programs, which reduces the need to
increase utility rates to customers.
c. Preservation of jobs through flood control projects that protect the facilities of major
employers and large industries such as The Boeing Company, Renton Municipal Airport,
commercial businesses, and the Renton School District.
d. Improvement of property values along corridors in the City where drainage
improvement and 'Green Streets' projects are constructed. Green streets couple water
quality treatment with the addition of trees and vegetation to create safer, greener, and
more inviting neighborhoods.
e. Reduction of flood risk to private property through the implementation of drainage
improvement and flood risk reduction projects. Flood Control projects and feasibility
studies account for climate change in alternatives analyses and decision making to order
to increase system resiliency against changing precipitation patterns.
f. Instituting an asset management program and prioritizing the repair and replacement of
pipes and structures in critical condition to avoid catastrophic failure and significant
costly damages.
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REGULATORY REQUIREMENTS AND CITY POLICIES
g. Enabling properties in Renton to obtain discounted federal flood insurance by
participation in the Community Rating System and implementation of policies and
practices that exceed the minimum requirements of the National Flood Insurance
Program. Currently, Renton has achieved a class rating of 5 which allows for a 25%
discount.
4.7.1.2 Social Benefits
The Surface Water program provides various social benefits to the public. This component of sustainability
encompasses an equity or social justice subcomponent. Examples of social benefits provided by the
Surface Water program include:
a. Increasing motorist and pedestrian safety through drainage improvement and flood risk
reduction projects.
b. Maintaining ability to safely recreate in local waterbodies by treating and controlling
surface water runoff from public streets and private developments.
c. Constructing projects in historically underserved and underinvested communities (for
example, the Sunset Area in the Renton Highlands) and accounting for equity and social
justice when evaluating alternatives as part of flood risk reduction projects.
d. Offering reduced Surface Water fees to low-income senior citizens (61 years of age and
over) and low-income disabled customers.
e. Offering visitors of the Surface Water Utility website the ability to display content in
multiple languages using a website translation feature, and fostering inclusion by
leveraging the Language Line interpreters, a service that the City subscribes to, and using
translators to better communicate with and serve customers who not fluent in English.
f. Engaging communities affected by projects built in their neighborhoods, using public
input to inform programs and design priorities, and educating the public about
stormwater and the protection of water resources.
g. Maintaining a highly skilled workforce trained in equity and engagement and capable of
offering exemplary customer service to all Renton residents.
4.7.1.3 Environmental Benefits
The Surface Water program provides numerous environmental benefits. This third component of
corporate sustainability is commonly termed as environmental sustainability. In certain contexts,
sustainability is only defined through this environmental component. However, at the institutional level,
a Surface Water program cannot be sustainable if it prioritizes environmental benefits at the expense of
social and economic benefits. For example, if a Surface Water utility created a program that consists of
projects that condemn and buy out properties in the floodplain of a river to promote off -channel flood
storage and fish habitat, that program would have a high environmental score. However, it would likely
have high costs, and would forcefully displace families from their homes, which would create severe
opposition by the public. Thus, such a program would not be socially acceptable and therefore
unsustainable. Nonetheless, the environmental component of sustainability mainly revolves around the
protection of the environment and maintaining balance between human activity and environmental
resources. There are numerous ways the Surface Water program protects environmental resources, water
OSBORN CONSULTING, INC.
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REGULATORY REQUIREMENTS AND CITY POLICIES
quality and fish habitat. The policies and programs that serve this purpose are listed in Tables 4-3 to 4-8
in 4.7.2 and will not be restated in this section. Additional environmental benefits of the Surface Water
program, not explicitly stated in 4.7.2 include:
Administration of the NPDES permit and Clean Water Act regulations to protect
Surface Water from pollution and mitigate the effects of urbanization.
b. The development, adoption, and implementation of surface water design
standards for new developments, redevelopment projects and other civil
projects to minimize environmental impacts to surface water quantity and
quality and impacts to natural resources.
c. Mitigating for environmental impacts of projects that affect fish habitat in
compliance with state and federal permits. Currently, the City maintains two
habitat channels along the Cedar River.
d. Water quality retrofit projects that treat runoff from pollution generating
surfaces (i.e., roads). The Utility has implemented four retrofit projects between
2010 and 2020, and at the time of writing has five retrofit projects in progress or
being constructed.
e. Watershed or ecosystem restoration plans in coordination with other
jurisdictions such as the Green/Duwamish Ecosystem Restoration Program and
the Panther Creek Watershed restoration.
f. Springbrook Creek Wetland and Habitat Mitigation bank (see description in
5.10.1.1).
Participation in the regional WRIA 8 Salmon Recovery Council and the WRIA 9
Watershed Ecosystem Restoration Forum to collaborate with other jurisdictions
on fish habitat protection and restoration and implement projects in
coordination with them.
Habitat and water quality deficiencies identified are shown in tables 6-5 and 6-6.
In conclusion, the Surface Water program provides adequate balance between economic, social, and
environmental benefits to achieve institutional sustainability and contribute to the City Business Plan
mission and goals.
4.7.2 CITY OF RENTON COMPREHENSIVE PLAN GOALS AND POLICIES
The City's SWM Program carries out the policy direction set in the City's Comprehensive Plan, as well as
directions expressed by elected officials, and the public. The City's 2015 Comprehensive Plan (City of
Renton, 2015) and subsequent amendments adopted goals and policies that expressed the community's
desires related to surface water management. The Land Use Protecting the Natural Environment and
Ensuring Natural Resources for the Future and Utility Elements describes goals and policies that are
directly relevant to the SWM Program and provides direction, along with meeting regulatory
requirements that have resulted in the services that the City currently provides to ratepayers.
The goal of Utility is to implement a SWM Program that provides a high level of service for flood risk
reduction, water quality compliance, and habitat preservation in accordance with the needs of the City
and in a manner that is sustainable as explained in Section 4.7.1. To provide background on how 2015
Comprehensive Plan goals and policies have provided direction to the City's current program, Tables 4-3
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through 4-8 summarize relevant goals and policies found in the different comprehensive plan elements
that intersect with surface water management.
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REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-3:
2015 COMPREHENSIVE PLAN LAND USE ELEMENT— PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FORTH E FUTURE GOALS AND
POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Protecting the Environment.
Goal L-P
Minimize adverse impacts to natural systems, and address impacts of past practice where X
X
X a. b. c. e.
feasible, through leadership, policy, regulation, and regional coordination.
Goal L-R
Maintain extractive industries where their continued operation does not impact adjacent
X
X c
residential areas, the City's aquifer, or critical areas.
Goal L-S
Maintain Urban Separators to provide visual and physical distinction to the edges of Renton,
X
X
protect critical areas, and provide a transition to the rural area.
Goal L-U
Preserve, protect, and enhance the quality and functions of the City's sensitive areas X
X
X c
including: lakes, rivers, major and minor creeks, intermittent stream courses and their
floodplains, wetlands, ground water resources, wildlife habitats, and areas of seismic and
geological hazards.
Goal L-V
Protect the natural functions of 100 year floodplains and floodways to prevent threats to life, X
property, and public safety associated with flooding hazards.
Goal L-X
Support and sustain educational, informational, and public involvement programs in the City X
X
X a. b.
over the long term in order to encourage effective use, preservation, and protection of
Renton's resources.
Policy L-21 Apply conditional use permits, or other approvals as appropriate, for extractive industries X X X
including timber, sand, gravel, or other mining to ensure that potential impacts are confined,
limited, or mitigated.
Policy L-24 Manage urban forests to maximize ecosystem services such as stormwater management, air X X c
quality, aquifer recharge, other ecosystem services, and wildlife habitat.
Policy L-27 Manage water resources for multiple uses including recreation, fish and wildlife, flood X X X a
protection, erosion control, water supply, energy production, and open space.
Policy L-28 Minimize erosion and sedimentation in and near sensitive areas by requiring appropriate X
construction techniques and resource practices, such as low impact development.
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REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-3:
2015 COMPREHENSIVE PLAN LAND USE ELEMENT— PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FORTH E FUTURE GOALS AND
POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Policy L-29
Protect the integrity of natural drainage systems and existing land forms, and maintain wildlife
X X X
habitat values by preserving and enhancing existing vegetation and tree canopy coverage to
the maximum extent possible and by restoring hydrological flows and improving the condition
of shorelines.
Policy L-30
Maintain or increase the quantity and quality of wetlands. Development activities shall not
X X X
decrease the net acreage of existing wetlands.
Policy L-31
Protect buffers along wetlands and surface waters to facilitate infiltration and maintain stable
X X X
water temperatures, provide for biological diversity, reduce amount and velocity of run-off, and
provide for wildlife habitat.
Policy L-32
Emphasize the use of open ponding and detention, vegetated swales, rain gardens, clean
X X X c
roof run-off, right-of-way landscape strips, open space, and stormwater management
techniques that mimic natural systems, maximize water quality and infiltration where
appropriate, and which will not endanger groundwater quality.
Policy L-33
Acquire the most sensitive areas such as wetlands, flood plains, and wildlife habitat for
X X X
conversion to parks and greenbelts. Pursue an overall net gain of natural functions and values
by enhancing sensitive areas and providing incentives.
Policy L-35
Re-establish self-sustaining fisheries resources in appropriate rivers and creeks through
X
habitat improvement projects that encourage and enhance salmonid use.
Policy L-36
Land uses in areas subject to flooding, seismic, geologic, and coal mine hazards should be
X
designed to prevent property damage and environmental degradation before, during, and
after construction.
Policy L-37
Emphasize non-structural methods in planning for flood prevention and damage reduction.
X
Policy L-38
Dredge the Cedar River bed within the existing engineered channel as one method of flood
X
control.
Policy L-39
Provide information for and participate in informing and educating individuals, groups,
X X X b. c.
businesses, industry, and government in the protection and enhancement of the quality and
quantity of the City's natural resources and to promote conservation.
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TABLE 4-3:
2015 COMPREHENSIVE PLAN LAND USE ELEMENT— PROTECTING THE NATURAL ENVIRONMENT AND ENSURING NATURAL RESOURCES FORTH E FUTURE GOALS AND
POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Policy L-41 Conduct all City operations to minimize adverse environmental impacts by reducing X
consumption and waste of energy and materials; minimizing use of toxic and polluting
substances; reusing, reducing, and recycling; and disposing of waste in a safe and
responsible manner.
Policy L-42 Encourage environmentally friendly construction practices, such as Leadership in Energy and X
Environmental Design, Built Green, Salmon Safe, and Living Building Challenge.
Policy L-43 Support and implement the Mayor's Climate Protection Agreement, climate pledges and e.
commitments undertaken by the City, and other multi -jurisdictional efforts to reduce
greenhouse gases, address climate change, sea -level rise, ocean acidification, and other
impacts to global conditions.
1 Other falls into the following categories:
a Public use/recreation
b Public education
c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season
d Funding sources
e Coordination with public agencies and neighboring jurisdictions
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Goals and Policies
TABLE 4-4:
2015 COMPREHENSIVE PLAN TRANSPORTATION ELEMENT - GENERAL GOALS AND POLICIES
Direction Given to Surface Water Program
Goal T-B Balance transportation needs with other community values and needs by providing facilities
that promote vibrant commerce, clean air and water, and health and recreation.
Policy T-3 Develop a transportation system that preserves and protects natural resources and complies
with regional, state, and federal air and water quality standards.
Goals and Policies
Flood Risk Water
Reduction Quality
0
X
TABLE 4-5:
2015 COMPREHENSIVE PLAN ECONOMIC DEVELOPMENT ELEMENT —GENERAL GOALS AND POLICIES
Direction Given to Surface Water Program
Habitat Other'
X
Flood Risk Water
Reduction Quality Habitat
Policy ED-17 Promote the efficient use of services and resources, including conserving water and energy, X X X
reducing waste, and protecting resource lands. Work cooperatively with local businesses to
help protect the natural environment in a manner that is efficient and predictable.
1 Other falls into the following categories:
a Public use/recreation
b Public education
c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season
d Funding sources
e Coordination with public agencies and neighboring jurisdictions
Other'
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REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-6:
2015 COMPREHENSIVE PLAN PARKS, RECREATION, NATURAL AREAS, AND TRAILS ELEMENT—
GENERAL GOALS AND POLICIES
Flood Risk
Water
Goals and Policies Direction Given to Surface Water Program
Reduction
Quality Habitat Other'
Policy P-5 Ensure long-term economic and environmental sustainability in system planning, design,
X X
operation, maintenance, and decision making.
Policy P-7 Protect, conserve, and enhance the area's diverse natural resources for the long-term health
X X a.
of ecosystems, and for the benefit and enjoyment of future generations.
1 Other falls into the following categories:
a Public use/recreation
b Public education
c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season
d Funding sources
e Coordination with public agencies and neighboring jurisdictions
TABLE 4-7:
2015 COMPREHENSIVE PLAN UTILITIES ELEMENT —GENERAL GOALS AND
POLICIES
Flood Risk
Water
Goals and Policies Direction Given to Surface Water Program
Reduction
Quality Habitat Other'
Goal U-G Provide and maintain surface water management systems to minimize impacts of land use X X X
development and storm water runoff on natural systems, fish and wildlife habitat, water
supply, public health, and safety.
Goal U-H Implement a stormwater management program that optimizes Renton's water resources and X X
promotes low impact development that combines engineering with the preservation of natural
systems.
Goal U-1 Preserve and protect fish and wildlife habitat, riparian corridors, and wetlands for overall X X X
surface water system functioning.
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Goals and Policies
TABLE 4-7:
2015 COMPREHENSIVE PLAN UTILITIES ELEMENT —GENERAL GOALS AND POLICIES
Direction Given to Surface Water Program
Flood Risk Water
Reduction Quality
Goal U-J Protect the natural functions of 100 year floodplains and floodways to prevent threats to life, X
property, and public safety associated with flooding hazards.
Goal U-K Increase the participation by the City of Renton in resolution of regional surface water and X X
ecological issues that may impact Renton residents.
Policy U-28
Design storm drainage systems to minimize potential erosion and sedimentation problems, X X
and to preserve natural drainage, watercourses, and ravines.
Policy U-29
Control runoff from new development, redevelopment, and construction sites through the X X
implementation of development design standards and construction techniques that promote
the use of best management practices to maintain and improve storm water quality and
manage stormwater flow.
Policy U-30
Provide incentives and regulations appropriate to an urban environment that reduce X
impervious surfaces, promote natural and distributed stormwater techniques, and incorporate
native and naturalized vegetation.
Policy U-31
Maintain, protect, and enhance natural drainage systems and natural surface water storage X X
sites to protect water quality, reduce public costs, and prevent environmental degradation.
Policy U-32
Work to protect surface and groundwater resources from pollutants entering the storm X
drainage system.
Policy U-33 Manage water resources for multiple uses including recreation, fish and wildlife, flood X X
protection, erosion control, water supply, recreation, and open space.
Policy U-34 Through public programs and new development, naturalize degraded channels, streams, X
creeks, and banks.
Policy U-35 Prohibit filling, culverting, and piping of natural watercourses that are classified as streams, X X
except as needed for a public works project where no other option is feasible and mitigation is
provided to replace lost functions.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Habitat Other'
X
e.
X
X
X
X
C.
X a. c.
X
X
4-25
REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-7:
2015 COMPREHENSIVE PLAN UTILITIES ELEMENT —GENERAL GOALS AND POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Policy U-36
Where feasible, promote the return of precipitation to the soil at natural rates near where it
X X
falls through development design that minimizes impermeable surface coverage and
maximizes infiltration, through the exposure of natural surfaces, tree retention, and the use of
LID techniques (such as flow dispersion, bioretention facilities, and permeable pavements).
Policy U-37
Preserve and protect wetlands for overall system functioning. X
X X
Policy U-38
Protect buffers along wetlands, streams, rivers, and other water bodies to facilitate infiltration X
X X
and maintain stable water temperatures, provide for biological diversity, reduce amount and
velocity of run-off, and provide for fish and wildlife habitat.
Policy U-39
Ensure water level fluctuations in wetlands used as part of storm water detention systems are X
X X
similar to the fluctuations under natural conditions. The utilization, maintenance, and storage
capacity provided in existing wetlands should be encouraged.
Policy U-40
Minimize erosion and sedimentation by requiring appropriate construction techniques and
X
resource practices.
Policy U-41
Limit discharges of pollutants such as chemicals, insecticides, pesticides, and other
X
hazardous wastes to surface waters.
Policy U-42
Reduce the impact of new development on the environment by encouraging sustainable
X X
design techniques in public and private development, through LID and other sustainable
development methods.
Policy U-43 Prohibit permanent structures from developing in floodways and manage development within X
the 100 year floodplain. Where development is permitted in the floodplain, ensure compliance
with FEMA floodplain development regulations and the National Marine Fisheries Biological
Opinion regarding the National Flood Insurance Program.
Policy U-44 Emphasize non-structural methods in planning for flood prevention and damages reduction. X
Policy U-45 Continue to maintain levees and floodwalls and perform maintenance dredging of the Army X
Corps of Engineers constructed Lower Cedar River Flood Hazard Reduction Project to protect
the Renton Municipal Airport, other essential public facilities, industrial, and residential areas
in the urban center, educational and recreation investments, and other facilities.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 4-26
REGULATORY REQUIREMENTS AND CITY POLICIES
Goals and Policies
TABLE 4-7:
2015 COMPREHENSIVE PLAN UTILITIES ELEMENT —GENERAL GOALS AND POLICIES
Direction Given to Surface Water Program
Flood Risk Water
Reduction Quality
Policy U-46
Actively participate in regional efforts to improve fish habitat and water quality that also
X
contribute to the recovery of Endangered Species Act listed salmon in WRIA 8 and WRIA 9,
which include May Creek, Cedar River, and Green River Basins.
Policy U-47
Actively participate in the King County Flood Control District regional efforts to implement
X
flood hazard reduction projects and programs on the major river basins in King County,
including the Green River and Cedar River basins.
Policy U-48
Coordinate with adjacent cities, counties, state, and federal agencies in the development and
X X
implementation of NPDES Phase II Stormwater Permit, flood hazard management plans, and
storm and surface water management programs.
Utility Management
Policy U-49
Provide high quality surface water utility services. Continue to develop policies, design
X X
standards, basin plans, and capital projects to maintain and restore the quality of Renton's
waterbodies, improve drainage, protect fish and wildlife habitat, and reduce flood hazards to
protect people and property.
Policy U-50
Protect, restore, and enhance environmental quality through land use plans, surface water
X X
management programs, park master programs, urban forestry programs, transportation
planning, development review, and incentive programs; work with citizens, land owners, and
public and private agencies.
Policy U-51
Establish regulatory standards for sustainably developed public and private projects, to
X
include standards for site design and layout, construction, and on -going maintenance and
operation.
Policy U-52
Continue to assume maintenance of stormwater facilities in subdivisions that manage runoff
X X
from public streets.
Policy U-53
Continue to implement a program to detect and remove illicit connections and contaminated
X
discharges.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Habitat Other'
X e.
e.
4-27
REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-7:
2015 COMPREHENSIVE PLAN UTILITIES ELEMENT —GENERAL GOALS AND POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Policy U-54 Continue to implement public education and outreach activities to inform residents, X b.
businesses, and developers about ways they can prevent stormwater pollution.
1 Other falls into the following categories:
a Public use/recreation
b Public education
c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season
d Funding sources
e Coordination with public agencies and neighboring jurisdictions
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 4-28
REGULATORY REQUIREMENTS AND CITY POLICIES
TABLE 4-8:
2015 COMPREHENSIVE PLAN CAPITAL FACILITIES ELEMENT —GENERAL GOALS AND POLICIES
Flood Risk Water
Goals and Policies Direction Given to Surface Water Program Reduction Quality Habitat Other'
Goal CF-A Establish policies that enable the development and implementation of the Capital Investment X X X
Program in order to provide high -quality, well -maintained facilities and services that support
the social, economic, cultural, safety, transportation, environmental, communication and other
needs of the community, that are available at the time of development to serve new growth,
and are equitably distributed.
Policy CF-7 Protect public health, enhance environmental quality and promote conservation of man-made X X X
and natural resources through appropriate design and installation of public facilities.
Policy CF-10 Coordinate with federal, state, regional and local jurisdictions, private industry, businesses X X X d. e.
and citizens in the planning, design and development of facilities serving and affecting the
community.
1 Other falls into the following categories:
a Public use/recreation
b Public education
c Groundwater protection, recharge for water supply, to minimize flooding, and/or to maintain stream flow during the dry season
d Funding sources
e Coordination with public agencies and neighboring jurisdictions
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 4-29
4.7.3 POLICY AND RECOMMENDED GUIDELINES
As a part of development of this Plan, City staff evaluated a policy for maintaining stormwater facilities
and recommended guidelines for hiring additional staff. The policy involved taking over maintenance
responsibilities for some residential plat stormwater facilities. This policy was specifically reviewed by
the City Council in October 2010, adopted, and is being implemented. More information about the
policy and its implications is presented in Section 5. The recommended guidelines included adding staff
resources in the future when annexations occur and adding staff resources as infill development occurs.
Annexations place new demands on Utility and the capital improvement program and require additional
staff and equipment resources to maintain the level of service currently provided by Utility. Likewise,
infill development results in additional Utility infrastructure to be maintained. These recommended
guidelines are discussed in Section 5.4. The policy issue paper and recommended guidelines contained
within are in Appendix A.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 4-30
SECTION 5
FUTURE PROGRAM NEEDS
5.1 INTRODUCTION
The City's SWM Program has undergone significant changes in the past several years due to:
• New responsibilities to comply with NPDES permit requirements.
• City policy to assume maintenance responsibility for some private stormwater facilities.
• Increased workload associated with large annexations and vegetation maintenance for
water, surface water, and wastewater facilities easements and streets ROW.
Additional O&M staff have been added to address these needs. Other future needs to address urban
growth, Utility processes, and potential regulatory issues over the next six year planning period are
described in the sections below and include:
• Additional staff and resources to address infill development, which expands stormwater
infrastructure (i.e., conveyance and flow and water quality facilities) that is inspected and
maintained by the City.
• Implementation of an asset management and system reinvestment program.
• Inventory of culverts and streams with fish passage issues to prioritize for repair and/or
replacement in preparation for the possibility that Cities and Counties are included in future
court cases that require repair of fish passage barriers in Washington State.
• Update of this Surface Water Utility System Plan.
This section also describes ongoing activities that are recommended for continuation, including Utility
coordination with outside agencies for major projects associated with transportation corridors or the
major rivers in the City and other surface water initiatives and that are important to City residents.
5.2 NPDES PERMIT COMPLIANCE
The City is on its third NPDES Phase II MS4 permit cycle. The most current permit became effective on
August 1, 2019 and expires on July 31, 2024. Each successive permit includes modifications designed to
improve water quality in the MS4 and results in additional City requirements. New NPDES requirements
have created the following needs for the City: resources to develop and implement a source control
program, additional MS4 mapping and documentation, and stormwater planning, including
development of a Stormwater Management Action Plan for a high priority watershed (see Programmatic
Fact Sheet, Appendix Q. Implementation of projects and strategies identified in the Stormwater
Management Action Plan will not be expected to occur before the 2024 permit expiration, but will be
expected in future years. Once set-up, the source control program will be an ongoing program that will
require staffing and resources of up to one additional FTE. Table 5-1 presents a summary of NPDES
permit elements and estimates of existing budget for continuing programs and a range of potential
increases, if any, in resource needs. The result is that new NPDES permit requirements could increase
resource demands from between 3.7 to 5.7 FTEs. No new equipment and materials impacts are assumed
except for the addition of an eductor truck for the cleaning and inspection of catch basins and inlets.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-1
FUTURE PROGRAM NEEDS
TABLE 5-1:
SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS BASED ON PERMIT EFFECTIVE 8/19)1
Item
Permit
Section
No.
Brief Description
Range of Resource Needs Range of Costsz
Low Range High Range
Increase in Equipment Increase in Equipment Low High
FTE & FTE & Range4 Range4
Resources3 Materials Resources3 Materials
Stormwater
S5.A. 1
On -going implementation and annual documentation of
Continuation
Management
through 4
planned activities and actions taken to comply with
of existing
Program
applicable TMDLs, permit conditions, and monitoring
program
(SWMP)
requirements.
Coordination
S5.A.5
In an effort to eliminate barriers to compliance with the
Minimal
Among
terms of the permit, the City will need to coordinate
Permittees
among departments and document internal compliance
in the Annual Report no later than March 31,2021
Coordination
S5.C.1.b
City must describe how stormwater management needs
Minimal
with Long-
and protection/improvement of receiving water health
Range Plan
are (or are not) information the planning update
Updates
processes. Documentation is included in the Stormwater
Annual Report.
Low Impact
S5.C.1.c
Ongoing program to require LID BMPs and LID
Minimal
Develop Code
principles and to make LID the preferred and commonly
used approach for site development. City must provide
an annual update on progress and/or barriers.
Stormwater
S5.C.1.d.
City must develop a Stormwater Management Action
Minimal
0.5 $125,000 $300,0005,6
Management
Plan for one high priority watershed no later than March
Action
31, 2023. Interim permit deliverables in support of the
Planning/Water
Stormwater Management Plan include a watershed
shed Planning
inventory and receiving water assessment by March 31,
2022, receiving water prioritization by June 30, 2022.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-2
FUTURE PROGRAM NEEDS
TABLE 5-1:
SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19
Permit
Section
Item No. Brief Description
Range of Resource Needs
Range of Costsz
Low Range High Range
Increase in Equipment Increase in Equipment Low High
FTE & FTE & Range4 Range4
Resources3 Materials Resources3 Materials
Public
S5.C.2 Ongoing education program aimed at the general public,
Minimal
Education and
businesses, engineers, contractors, developers, land
Outreach
use planners, residents, landscapers, property
managers/owners, and school age children to build
general awareness about stormwater impacts and affect
behavior change to reduce or eliminate behaviors that
contribute to adverse stormwater impacts. Conduct an
evaluation of effectiveness of ongoing behavior change
campaign no later than July 1, 2020. Develop a strategy
to implement actions to address lessons learned from
effectiveness study no later than February 1, 2021 and
begin to implement outreach strategy based on lessons
learned no later than April 1, 2021. Public education and
outreach results must be documented no later than
March 31, 2024.
Creating
S5.C.2 Ongoing program to provide and advertise stewardship
Continuation
Stewardship
opportunities and/or partner with other organizations to
of existing
Opportunities
encourage residents to engage in surface and
program
stormwater activities, storm drain marking and other
events.
MS4 Mapping
S5.C.4.b.ii Ongoing program to map and document MS4. No later
Minimal
and
than August 1, 2023, complete mapping of all known
Documentation
connections from the MS4 to a privately owned
stormwater system.
Detect and
S5.C.5.d. City must conduct field screening of at least 12% of the
Continuation
Identify Illicit
MS4 annually and track total percentage of MS4
of existing
Discharges and
screened beginning August 1, 2019. Train municipal field
program
Illicit
staff.
Connections
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
0.2
$10,000 $29,0001
5-3
FUTURE PROGRAM NEEDS
TABLE 5-1:
SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS BASED ON PERMIT EFFECTIVE 8/19)1
Item
Permit
Section
No.
Brief Description
Range of Resource Needs
Low Range High Range
Increase in Equipment Increase in Equipment
FTE & FTE &
Resources3 Materials Resources3 Materials
Range of Costsz
Low High
Range4 Range4
Address Illicit
S5.C.5.e
Implement procedures to characterize, trace sources,
Continuation
Discharges and
and eliminate illicit discharges and connections within
of existing
Illicit
specified deadlines.
program
Connections
Ordinance
S5.C.6.b
Adopt and make effective a local program, no later than
Minimal
Addressing
June 30, 2022 that addresses runoff from new
Runoff from
development, redevelopment and construction site
New
projects consistent with a Phase I program approved by
Development,
Ecology and amended to include Appendix 10.
Redevelopment
and
Construction
Sites
Site Plan
S5.C.6.c
Review of stormwater site plans and inspection of
Minimal
Review,
development sites before, during and after construction
Inspection and
per the permit conditions. Process also includes
Enforcement
inspection of BMPs and facilities in new residential
developments every 6 months until 90% of the lots are
constructed, recordkeeping and enforcement.
Annual
S5.C.7.b.i.b
Ongoing program to annually inspect all stormwater
Continuation
Inspection of
treatment and flow control BMPs that discharge to the
of existing
Stormwater
MS4, unless otherwise exempted from this permit
program
Treatment and
condition.
Flow Control
BMPs/Facilities
that discharge
to MS4
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-4
FUTURE PROGRAM NEEDS
TABLE 5-1:
SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS BASED ON PERMIT EFFECTIVE 8/19)1
Item
Permit
Section
No.
Brief Description
Range of Resource Needs Range of Costsz
Low Range High Range
Increase in Equipment Increase in Equipment Low High
FTE & FTE & Range4 Range4
Resources3 Materials Resources3 Materials
Annual
S5.C.7.6
Ongoing program to annually inspect all municipally
1.0 2.0 $126,500 $253,000
Inspection of
owned or operated stormwater treatment and flow
Municipally
control BMPs/facilities and conduct maintenance
Owned
activities.
Stormwater
Treatment and
Flow Control
BMPs/Facilities
Inspect and
S5.C.7.c.iii
Inspection of catch basins and inlets is required once
2.0 $400,000 2.0 $600,000 $653,000 $853,000
clean catch
every two years. This requirement may be changed
basins
based on maintenance records of double the length of
time of the proposed inspection frequency. The City
meets this requirement through an alternative of
cleaning all pipes, ditches, and catch basins and inlets in
a circuit once during the permit cycle. Additional staff
will be evaluated during the 2023-2024 budget cycle
based on ability to meet permit requirements.
Pollution
S5.C.7.d.
Ongoing program to document and implement an
Minimal
Prevention and
and f
operations and maintenance program to prevent or
0&M
reduce pollutants in runoff on lands owned by the City.
Implement a Stormwater Pollution Prevention Plan
(SWPPP) for all heavy equipment maintenance or
storage yards, and material storage facilities owned by
the City that do not have coverage under the Industrial
Stormwater General Permit. Update the SWPPP(s) no
later than December 31, 2022.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-5
FUTURE PROGRAM NEEDS
TABLE 5-1:
SUMMARY OF KEY NPDES PERMIT ELEMENTS AND BUDGET REQUIREMENTS (BASED ON PERMIT EFFECTIVE 8/19
Permit
Section
Item No. Brief Description
Range of Resource Needs
Range of Costsz
Low Range High Range
Increase in Equipment Increase in Equipment Low High
FTE & FTE & Range4 Range4
Resources3 Materials Resources3 Materials
Source Control
S5.C.8
Adopt and make effective an ordinance or enforceable
0.7 1.0 $88,200 $126,500
and Business
document to require source control BMPs for pollutant
Inspection
generating sources associated with existing land uses
Program
no later than August 1, 2022. Develop an inventory of
sites that have potential to generate pollutants to the
MS4 no later than August 1, 2022. No later than January
1, 2023, implement an inspection program to annually
inspect 20% of sites in the City's inventory of pollution
generating sites. No later than January 1, 2023,
implement a progressive enforcement policy that
requires sites to comply with stormwater requirements.
Reporting and
S5.C.5,
Submit annual reports and report on inspections,
Continuation
Staff Training
S5.C.6,
adaptive management response, stormwater planning,
of existing
S5.C.7,
and behavior change programs. Implement staff training
program
S5.C.8
for illicit discharge, controlling runoff, operations and
maintenance, and source control programs.
Monitoring and
S8.A and
The City participates in regional status and trends
Continuation $240,160 $240,160
Assessment
S8.B
monitoring and stormwater management program
of existing
effectiveness and source identification studies.
program
Totals
3.7 $400,000 5.7 $600,000 $1,242,860 $1,801,660
Notes:
1. This estimate includes only significant changes in the resource needs and is not intended to capture all changes that have cost impacts.
2. Assumes $126,500k per Maintenance Worker 3 FTE (Salary and Benefits). Costs include existing costs for continuation of existing programs based on actual budgets, and new costs that show increases in
FTE resources. Unless noted, resources are assumed to be maintenance staff.
3. FTE resources assume increases in staff resources only.
4. Totals are annual costs and do not include one-time costs, except where noted.
5. Cost includes staff time and consultant costs to develop SMAP.
6. Engineering staff assumed at $145k per year.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-6
FUTURE PROGRAM NEEDS
5.3 CITY MAINTENANCE OF RESIDENTIAL FACILITIES
The City began assuming maintenance responsibility for private residential stormwater management
facilities adjacent to public streets in 2012. A policy decision was made on October 18, 2010 to assume
maintenance responsibility of these facilities to be consistent with King County policy, from which many
of these facilities were being transferred to the City during annexation, and to improve equity among
residents that pay SWM fees. Additionally, the City determined that City maintenance would improve
system reliability and reduce enforcement staff time spent on enforcement actions for facilities that are
not adequately maintained.
The City has assumed maintenance of up to 115 residential facilities, and there are another 37 facilities
that meet the City's standards to assume maintenance responsibilities. Some of these facilities are
pending transfer. Between the residential facilities and City -owned facilities, the City maintains 435
stormwater facilities. There are 787 private stormwater facilities in Renton; 209 are residential facilities.
Besides the facilities that are pending transfer, it is not anticipated that many of these facilities will be
transferred to the City for maintenance, because they were either (1) constructed prior to the NPDES
permit requirement for inspection and maintenance and therefore exempt, or (2) are not under
management of an HOA and have no entity with which to negotiate a transfer agreement.
5.4 ANNEXATIONS
Over the years, numerous small annexations have occurred that have increased the size of the City, and
the amount of stormwater management infrastructure that the City owns and operates. In general,
most annexations were accommodated without any specific increase in Utility staffing, equipment
purchases, or rate increases. Individually, the small annexations did not require hiring any new staff to
accommodate the new infrastructure. Cumulatively, however, the effect is large. Figure 5-1 shows the
per capita Utility engineering and maintenance staffing from 1990 through 2019. From 1990 through
2007, staffing generally remained constant, and the effect of infill development and annexations
reduced staffing on a per -resident basis by nearly 20%. The increase in staffing that accompanied the
Benson Hill annexation in 2008 helped bring staffing back near 1990 levels. Since then, staffing ratios
have generally kept pace with population growth to the current levels in 2019- 2020, with slight dips
during the recession years (2009-2010).
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-7
FUTURE PROGRAM NEEDS
0.27
a)
a
H7 0.25
1.
U
Y 0.23
c c
v v
c
v 0.21
o
0
coo 0 0.19
oa
c
"' 0.15
1990
I
1995 2000 2005 2010 2015
T��i111f
100000
v
80000
0
60000 -0
E
40000
0
20000 a
0
aL
_+ 0
2020
Years
1. FTE data is from Adopted Budgets and does not reflect position vacancies. Population data from City of Renton Community
and Economic Development Department, Economic Development Division.
Figure 5-1. SWM Maintenance and Engineering FTEs per 1000 Residents by Year and Population
In response to trends of annexations that result in significant growth in City population and additional
Utility responsibilities, the City evaluated potential policies that describe thresholds for adding new
staff, capital improvement needs, and equipment when annexations occur. A draft recommended
guideline paper developed in 2012 is included in Appendix A and discusses options for meeting Utility
demand that results from annexations. The recommended thresholds, on a per -square -mile basis are
shown below, updated to 2020 cost estimates:
• $117,600 per year for maintenance staff (MWIII, Step C, 1 FTE including benefits).
• $94,250 per year for 0.65 FTE engineering division staff (CEII, Step C, 0.65 FTE including
benefits).
• One-time cost for equipment and/or vehicle purchases (to be evaluated on an as needed
basis).
• Ongoing annual cost for equipment and vehicle maintenance (to be evaluated on an as
needed basis).
• Ongoing annual capital improvement needs of $150,000 per square -mile of annexation
increase.
No additional large annexations are anticipated during the next six -year planning horizon; however, staff
and budget increases may be warranted because of system expansion and population growth pressures
that result in additional workloads for Utility engineering and maintenance staff. Some of these
conditions, such as infill development and vegetation maintenance, are discussed below.
5.4.1 BENSON HILL ANNEXATION
The Benson Hill area was annexed on April 1, 2008. The 4.2-square-mile annexation increased the City's
area by approximately 24% to 21.5 square miles.
Upon annexation, the City increased its maintenance staff and dedicated an eductor truck crew to
address the needs of this area. After annexation, the City observed a lot of deferred maintenance of
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-8
FUTURE PROGRAM NEEDS
Utility infrastructure due to the poor condition and extensive maintenance needs of the annexation
area. After 12 years, the Benson Hill annexation area still requires more maintenance than other areas
of the City. Future annexations should consider potential Utility rate increases to offset maintenance
needs if revenue generated from the annexation is not sufficient to manage asset conditions in newly
annexed areas. The draft issue paper in Appendix A suggests potential Utility resource needs for
annexations.
5.5 VEGETATION MAINTENANCE
In 2018, a policy decision was made by the Maintenance Services Director to have the Utility
Maintenance Section conduct vegetation management for all right-of-way, Public Works facilities
(water, wastewater, and surface water), and easements. Previous to the policy decision, each
maintenance section (e.g., water, wastewater/surface water, streets) had their own part-time seasonal
staff. This shift to City-wide vegetation maintenance, along with the addition of new facilities through
infill development (discussed in Section 5.6), has increased workload for Utility maintenance staff.
Another consequence of the increased vegetation maintenance is the crew is not able to continually
operate one of the eductor trucks during the growing season due to staff demands for vegetation
maintenance.
5.6 INFILL DEVELOPMENT
The City prepared a draft recommended guideline to add maintenance staff, because infill development
results in additional Utility infrastructure (included in Appendix A). Infill development generally refers to
development or redevelopment within the City limits to currently established zoning and often results in
expansion of roads or road improvements. New Utility infrastructure resulting from infill development
can include new storm drain pipes, catch basins, and detention and water quality treatment facilities.
The City's infill development analysis uses miles of storm drain pipe to characterize all types of
infrastructure, because storm drain pipe is thought to be a reasonable metric to describe the storm
drainage system.
Several land development projects are anticipated in the six year time frame.
• ST3 Transit Center: The former Sound Ford site at 750 Rainier Ave S is planned for
development with a 700 stall parking garage and new transit center by Sound Transit. There
is potential for a mixed use multi -story Transit Oriented Development (TOD) onsite.
• Sam's Club: The former Sam's Club at 901 S Grady Way has an interested party discussing
redevelopment for single story retail. There was previous interest for a mixed use or multi-
story development that is now not currently planned.
• TOD subarea: The City hired a consultant to develop a TOD subarea plan with the purpose of
setting up improvements and development regulations, creating a multimodal center that
evolves into a pedestrian -oriented neighborhood, and leveraging and identifying public
investments for private investments to follow.
• Southport area near the Landing/Gene Coulon Park: The office buildings are currently
vacant. The location will be easier to access with the extension of Park Ave. Top Golf in
partnership with a hotel that is moving forward with a development on vacant commercial
land at 745 Park Ave N.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 5-9
FUTURE PROGRAM NEEDS
• Bryant Motors property: The former Bryant Motors property at 1300 Bronson Way N is
planning for a one-story redevelopment project.
• Sunset Terrace: Two mixed use projects - 400 units next to the Renton Highlands Library and
800 units on the Highland Shopping Center site - will add housing to the Sunset
neighborhood.
• Old City Hall: A mixed use development with two market -rate apartment buildings,
underground parking and a hotel is planned at the 200 Mill Ave S.
• Redevelopment near the VMAC: There is interest to develop assisted living facilities in this
area.
Analysis conducted in 2012 indicated the need to add one new maintenance worker for every 27 miles
of added storm pipe and one engineer for every 41 miles of storm pipe that is added to the system via
infill development. The current ratio of maintenance workers to miles of storm pipe is one worker per
15 miles of storm pipe. The City estimates that the cost to add one maintenance worker is
approximately $126,000 per year, which would cover wages, benefits, necessary equipment, and
necessary vehicle expenses.
To maintain its maintenance level of service as infill development occurs, the City will need to track the
amount of new drain pipe resulting from infill development. It is not possible to predict how much infill
development will occur, especially with recent housing boom and recession periods, but long-term
running average historical data can be used to provide some context. For example, between 1987 to
2006, the City reported that 55 miles of drain pipe were added to the system. At this rate, one additional
maintenance worker would be added every 9 years, and one additional engineer would be added every
14 years to manage stormwater system growth due to infill development.
5.7 ASSET MANAGEMENT
Managers of municipal infrastructure assets must make technical decisions regarding when and how to
maintain, repair, or renew their assets. Examples of these technical decisions include:
• How much annual maintenance is required?
• Is it more cost-effective to maintain, repair, or replace a certain component of the system?
• How can the remaining service life of a component or system meet the calculated?
• Will the maintained, repaired or replaced component meet the desired performance
requirements?
• What are the probabilities of failure for individual components and what are the
consequences of failure?
• How can an asset manager make a logical, cost-effective and objective decision with many
unknowns?
Investing in long-term decision making has historically been difficult for the City due to competing
resource needs (e.g., solving flooding problems) and lack of physical data about the system. As a
consequence, system replacements have tended to be reactive (e.g., replacing a system after it has
failed) or opportunistic (e.g., replacing a system at the same time that another City project is working in
the area). This is an increasing concern for the City. For example, the City has many older corrugated
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metal pipe (CMP) systems that are subject to rusting out over time, already resulting in some system
failures.
Asset management is a body of management practices that maximizes the cost-effective use of capital
assets over the life of the asset (Sivalingam, 2001). Its purpose is to get the most use out of each asset
over the life of the asset for the least long-term cost. For pipeline management, asset management can
be defined as managing infrastructure capital assets to minimize the total cost of owning and operating
them, while delivering the City's target level of service. Several large municipalities have implemented
asset management planning using sophisticated information systems and extensive personnel
resources. Such municipalities are responsible for making sure that its system stays in good working
order, regardless of the age of components or the availability of additional funds. Asset management
programs with long-range planning, life -cycle costing, proactive operations and maintenance, and
capital replacement plans based on cost -benefit analyses can be the most efficient method of meeting
this challenge. Use of asset management will help protect the system integrity by (GASB, 1999):
• Making sure components are protected from premature failure through proper operations
and maintenance.
• Facilitating proactive capital improvement planning and implementation over longer cycles
to reduce annual and overall costs.
• Reducing the cost of new or planned investments through economic evaluation of options
using life -cycle costing and value engineering.
• Focusing attention on results by clearly defining responsibility, accountability, and reporting
requirements.
• Key elements of more sophisticated asset management programs include (USEPA, 2002):
• Level of service definition
• Selection of performance goals
• Information system
• Asset identification and valuation
• Failure Impact evaluation and risk management
• Condition assessment
• Rehabilitation and replacement planning
• Capacity assessment and assurance
• Maintenance analysis and planning
• Financial management
• Continuous improvement
The City is currently using a combination of CityWorks, GIS, and GraniteNet for its asset management
strategy. CityWorks is used to track maintenance work orders. GraniteNet is used for condition
assessment data and prioritization of asset replacement or rehabilitation. GIS, integrated with CityWorks
and GraniteNet, is used to display information and track projects and maintenance activity.
One of the key elements of asset management is understanding asset condition. The City has an existing
program to assess CMP pipes and prioritize maintenance, repair, and replacement. This program should
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be enhanced to include condition assessment of all pipes, starting with those deemed high priority (see
Programmatic Fact Sheet, Appendix E).
5.8 CULVERT INVENTORY
On March 29, 2013, the US District Court for the Western District of Washington issued a permanent
injunction requiring state roads owned WSDOT, DNR, WDFW, or the Washington State Parks and
Recreation Commission to operate culvert crossings that are suitable for fish passage. The decision
reinforces treaty fishing rights granted by the federal government to Native American tribes in
Washington State dating back to the 1860s. The permanent injunction required the State to prepare a
list of all culverts in Western Washington with barriers to fish passage within 6 months of the ruling. By
October 31, 2016, WDFW, DNR, and State Parks were required provide for fish passage at each culvert
listed as a barrier. WSDOT must also provide fish passage for culverts with barriers by 2030. Although
the court ruling focused on State-owned culverts, it is possible that it could be broadened in the future
to include other governmental entities, such as counties and cities. In an effort to proactively address
the potential liability that the City may face in the future, Utility will begin the process of conducting a
stream inventory of all culvert crossings. This information will be used to field survey each culvert
crossing in an effort to identify fish passage issues and develop solutions with priority rankings to be
incorporated in the utility's CIP program (see Programmatic Fact Sheet, Appendix E).
5.9 SURFACE WATER UTILITY SYSTEM PLAN UPDATE
This Surface Water Utility System Plan will need to be updated in the next 6-10 years to document and
identify new surface water program issues, strategies, resource needs, and implementation schedules.
5.10 SURFACE WATER UTILITY COORDINATION
The Utility often coordinates with outside agencies, including the WSDOT, KCFCD, Ecology, and
neighboring jurisdictions on issues of common concern such as discharges to streams, rivers, and Lake
Washington, or geographic overlap, such as transportation corridors, and large rivers.
5.10.1 WSDOT PROJECTS AND COORDINATION
The City frequently partners with WSDOT to administer and implement mutual benefit projects,
including habitat and surface water management improvements involving WSDOT highways that lie
within the City.
The Utility reviews WSDOT projects that may impact the downstream drainage system in the City of
Renton. Impacts may involve downstream ditches, basin land use and flows, water quality and detention
requirements, or pipe capacities. Utility reviews also focus on whether proposed WSDOT improvements
would create problems in the future. The City reviews WSDOT documentation including drainage
reports and environmental reports. The City reviews WSDOT projects for environmental protection
consistent with City polices related to wetlands, floodplain, stream buffer, and shorelines and works
with WSDOT to modify plans, easements, or maintenance in order to achieve mutually beneficial goals
for the City and WSDOT.
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5.10.1.1 WSDOT Projects
The Utility has a long history of collaboration with WSDOT and expects to maintain this collaboration on
future projects. Such collaboration may include technical reviews, cost -sharing or both. Within the last
decade, several major WSDOT construction projects were completed in the City. These projects are
highlighted below:
• The Stage 1 Widening Project was completed in 2010 and includes the removal of the
Springbrook Creek box culvert under 1-405 and the construction of several flow control
ponds and media filter drains for water quality treatment.
• The Stage 2 Widening Project was completed in 2011 and includes renovation (slip -lining) of
the Renton coal mine drainage culvert under 1-405. Prior to the Stage 2 project, WSDOT also
installed a new culvert under 1-405 to replace the failed Thunder Hills Creek culvert.
• The Thunder Hills Creek Mitigation Fish Barrier Retrofit Project was completed in 2012 and
provides mitigation for the Thunder Hills Creek culvert under 1-405 that was damaged and
subsequently replaced in 2008. Mitigation included the replacement of the SW 23rd Street
culvert under SR 167 and the plugging of cross culverts across SR-167 to direct Panther
Creek to the north in a new channel. The subsequent 5-year monitoring period ended in
2017, meeting all performance standards.
The following are current and future mutually beneficial projects where Surface Water and WSDOT are
collaborating or coordinating on:
The Springbrook Creek Wetland & Habitat Mitigation Bank Project: This project enhances 110 acres of
wetlands and buffer and restores/creates a larger connected 20 acres of wetland; totaling
approximately 130 acres of wetlands. The project is a collaboration between the City and WSDOT to
create wetland credits that can be used for project the require wetland mitigation. Once all performance
standards are met, a total of 45.12 mitigation credits are expected to be available and shared equally
between the City and WSDOT. One credit compensates for one acre of Category II wetland. All credits
have been released from Units A, B, D, and E. All credits are anticipated to be released from Unit C by
the end of 2020. Following the 10-year monitoring period and release of all credits, the bank will enter
its Long-term Management Phase. Long-term management will include annual inspections, monitoring
of hydrologic conditions and targeted wooded species, weed control, trash removal, and repair of
signage and structures due to vandalism and natural wear. The City is in the process of determining
credit value and what type of projects (e.g., commercial, residential, etc.) would be eligible to use the
credits. Sale of credits will be used to establish an interest -bearing account to fund long-term
management indefinitely.
• 1-405/SR 167 Express Toll Lane and Direct Connector was completed in 2019 and provides
dedicated HOV/HOT direct access between SR167 and 1-405.
• 1-405 Renton to Bellevue Widening and Express Toll Lanes began construction in 2020 and is
anticipated to end construction in 2024. This project will add a dual express toll lane system
from SR 167 in Renton to NE 6th St in Bellevue, improvements at the N Southport Drive and
NE 44th St interchanges, construction of portions of the Eastrail, and a new direct access
ramp and inline transit station at NE 44th St to help support Bus Rapid Transit operations.
Panther Creek Watershed Restoration Plan: Panther Creek Wetlands are a 58.5-acre category II
wetland that encompasses an area east of SR 167 that parallels SR 167 from 1-405 (toe of Talbot Hill) to
just south of Panther Creek. This potential future project between the City and WSDOT is the Panther
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Creek Watershed Restoration Plan that provides benefits to Panther Creek and its wetlands. The
Panther Creek Watershed Restoration plan jointly collaborates and achieves the goals set within the
City's East Side Green River Watershed Plan. The mutual environmental benefits between WSDOT and
the City are that the project establishes off -channel fish refuge and rearing habitat in the wetland,
promotes water aeration, provides enhanced water quality treatment of highway runoff, enhances 33
acres of floodplain habitat, provides riparian plantings to increase shade and reduce water
temperatures, and removes three fish passage barriers in Panther Creek. This potential project provides
a unique opportunity to improve surface water management and reduces flooding along the East Valley
Road and the SW 34th Street drainage system in the City. Several elements of this project have been
already addressed as part of the Thunder Hills Creek Mitigation Fish Barrier Retrofit Project including the
construction a fish passable culvert across SR-167 at the SW 23rd Street channel and the realignment of
Panther Creek south of SW 34th St. The Panther Creek partnership provides an unconventional focus on
stream mitigation and stormwater management by providing potential economic efficiencies with the
partnership, improves environmental mitigation beyond the immediate project site, and provides the
greatest environmental benefit without compromising project and Utility goals.
The most pressing segment of this project involves connecting fish-passability from Rolling Hills Creek to
Springbrook Creek through Panther Creek. At SW 19th St where Rolling Hills Creek enters a culvert
under SR 167, there is a berm preventing flow south into the adjacent Panther Creek wetland area. By
creating a new fish -passable channel across this berm and through the Panther Creek wetland area,
Rolling Hills Creek can continue south then west to enter the fish -passable culvert under SR 167 at SW
23rd St. In order to ensure fish-passability and prevent flooding to adjacent and influent areas, capacity
improvements will be made to the existing Panther Creek channel along SE 23rd. The existing culvert
under SR 167 at SW 19th St will be retained for overflow during major storm events. The level of
collaboration on this effort consists of executing a cost -sharing agreement and likely forming an inter-
agency design team.
Johns Creek Outfall. This project includes WSDOT's proposed stormwater treatment facility north of N
Southport Drive and east of Lake Washington Boulevard N. WSDOT has conducted early coordination
with Utility engineering staff in the N 8th HOV project area. The Johns Creek system is near full capacity
and no additional storm flows can be allowed through the creek system. A Letter of Understanding
between WSDOT and the City was developed for the Johns Creek system, which stated that an outfall
pipeline must be built to directly discharge into Johns Creek with proposed improvements. Johns Creek
is known as a remnant backwater of Lake Washington, so hydraulic and hydrologic analyses must
consider summer water elevations from Lake Washington that might affect all hydraulic systems
upstream of Johns Creek. Specific design objectives have been established between the City and
WSDOT, which include:
• Providing adequate outfall treatment for runoff from the 1-405 Corridor Project from MP
4.59 to MP 6.09 near N 8th Street HOV, portion of North Renton segment in the N Southport
Drive interchange area, and the Sunset Boulevard underpass area.
• Providing adequate culverts for off -site drainage from the east side to the west side of 1-405
from MP 4.59 to MP 6.09.
• Designing outfall and culverts assuming ultimate development conditions for off -site areas.
Culverts at 08.LW-7.7 and 081W-7.8 crossings: (the numbers 7.7 and 7.8 refer to the designated
milepost of 1405) New fish -friendly culverts (or other structure) are proposed by WSDOT with the
ultimate discharge into the small stream located at the northernmost area of the City that drains
through a residential area north of the Misty Cove Condominiums. The collaboration level consists of
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providing technical review as needed to make sure that the City's drainage system downstream is not
impacted.
5.10.2 KING COUNTY FLOOD CONTROL DISTRICT COORDINATION
KCFCD was established in April 2007 by the King County Council to protect public health and safety,
regional economic centers, public and private properties, and transportation corridors. KCFCD is
instrumental in addressing the backlog of maintenance and repairs to levees and revetments, acquiring
repetitive loss properties and other at -risk floodplain properties, and improving countywide flood
warning and flood prediction capacity.
Overarching countywide strategies and objectives include:
• Improving levee protection through major commercial, industrial, and residential areas.
• Improving flood water conveyance and capacity.
• Reducing hazards by removing flood-, erosion-, and landslide -prone residential structures.
• Providing safe access to homes and businesses by protecting key transportation routes.
• Minimizing creation of new risks to public safety from development pressure.
• Providing grant funding to local jurisdictions for flood control projects.
The King County Council governs KCFCD as a "District Board of Supervisors." An advisory committee
advises the Board of Supervisors on regional flood risk reduction issues by providing recommendations
on the district's work program and budget, including CIP projects. The advisory committee is composed
of both permanent and rotating (two-year) members. The 10 permanent seats on the committee are
held by each mayor (or council member alternate designated by the mayor) of Tukwila, Auburn, Kent,
Renton, Snoqualmie, North Bend, Carnation, Seattle, and Bellevue. The King County Executive is also a
permanent member of the committee.
Basin technical committees, which are responsible for ensuring that basin -scale issues and technical
information are factored into countywide district decision -making processes, are comprised of city staff
from jurisdictions within each basin. This includes the Green/Duwamish and Cedar River basins, which
the City of Renton lies within. These committees have the following objectives:
• Provide input to KCFCD staff regarding annual and longer term capital improvement project
priorities.
• Share relevant information across areas of the KCFCD that would influence implementation
of the district's work program.
• Review and help guide project implementation, as appropriate.
• Develop policies and issues papers as required.
• Coordinate jointly with state and federal partners on relevant issues.
King County employees are responsible for implementing flood hazard management programs and
projects, staffing the advisory and basin technical committees, providing technical and engineering
assistance to cities, and reporting progress back to the KCFCD's Board of Supervisors, advisory
committees, and basin technical committees.
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5.10.3 OTHER COORDINATION ASSOCIATED WITH MAJOR RIVERS
In addition to KCFCD coordination, the City also coordinates with FEMA and USACE with respect to
emergency response and flood hazard reduction on the Green and Cedar rivers. Most of the work with
FEMA either involves pre -disaster coordination or post -disaster assistance. Post -disaster assistance may
include emergency coordination during an event (as well as with the City's internal emergency
management group), documentation of flood events and damage assessments, and assistance with cost
estimates for repairs. Coordination with USACE is most often associated with projects that were
designed by USACE and that need to be coordinated with the City as a local sponsor and to provide input
into the design and possibly provide assistance to the project.
5.10.4 FUTURE TMDL IMPLEMENTATION
There are currently twelve listed water bodies within Renton that could be potential candidates for
TMDL implementation. In addition, as described in Section 4.4.6, Ecology has begun the process of
developing a multi -parameter TMDL to address water temperature, dissolved oxygen, and aquatic
organisms for the Soos Creek watershed, which may affect parts of Renton within the watershed
(Ecology, 2020d).
This effort will require City staff to attend meetings, review studies, and be involved in decisions and
provide input during the development of the TMDL. Although it is uncertain what the TMDL
requirements will be, it is likely that City will require additional resources to implement TMDL strategies
that will reduce targeted pollutants to within state water quality standards. Some possible TMDL
strategies may include structural controls such as regional detention and water quality treatment
facilities or changes in development regulations that increase stream buffer widths.
5.11 CONTINUATION OF EXISTING SURFACE WATER INITIATIVES
Existing surface water initiatives or programs that take resources, but are important to the health of
residents or functionality of the surface and stormwater system include the following:
• Mosquito Abatement Program — This program involves treating the uplands east of Panther
Creek Wetland and stormwater ponds during the spring and summer to control mosquito
infestations.
• Stormwater Facility Fencing Program —This program involves bringing existing stormwater
facilities up to current standards and alleviating potential safety issues from public access to
drowning hazards.
• City -Wide Drainage Maintenance Program —This program involves conducting routine
maintenance such as vegetation and sediment removal at culverts discharging to streams
and creeks under programmatic permit authorizations.
• Stream flow/Water Quality Monitoring Program —This program involves collection of
stream gage data at the Black River pump station.
5.12 SUMMARY
A summary of on -going and future program needs, including estimated costs and FTE resource needs
associated with NPDES Permit Conditions is provided in Table 5-2. Annexations are not expected to be a
resource driver for the Utility in the coming years as potential annexation areas have voted against
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annexation and those areas will continue to be outside of the City boundary. Infill development is
continuing and will add infrastructure and burden to the Utility and maintenance staff; however, current
staffing levels are keeping pace with the rate of infill development and no additional resources are
expected specifically for infill development over the next 6 years. The City should continue to monitor
the increased resources relative to maintenance staff levels and make adjustments as needed.
Additional maintenance staffing resources are needed to meet new NPDES requirements as noted in
Table 5-1. With additional staff resources for NPDES surface water facility inspection and maintenance
the ability to meet the demands of vegetation management during the growing season will be improved
for Utility staff. As discussed previously, the City is, and will continue, coordinating with WSDOT and
other jurisdictions associated with the KCFCD. The amount of effort spent on these coordination efforts
has increased in recent years and may continue to do so. The City should monitor these coordination
activities and associated efforts and determine if additional budget is necessary in the coming years.
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Table 5-2:
Summary of On -Going and Future Program Needs
Program Need Description/Potential Program Conceptual Solution New FTEs Estimated Cost (2020)
Changes
NPDES Compliance Details of compliance elements
described in Table 5-1
Residential Plat The City assumed operation and
Stormwater maintenance of 115 existing stormwater
Management Facility facilities on residential plats following a
Maintenance and policy decision on October 18, 2010.
Operation -
continuation
Mosquito Abatement The Panther Creek wetlands east of SR -
Program (Talbot Hill 167 and between 1-405 and Valley
Area)- continuation Medical Hospital, are a large breeding
ground for mosquitoes. Adult mosquitoes
emerge from the wetlands in the late
spring to feed in the residential
neighborhoods in and around Talbot Hill.
In addition to controlling adult
mosquitoes, the City also treats for
mosquito larvae in all City owned
stormwater facilities including ponds and
vaults. These mosquito abatement
efforts help to reduce mosquito bites and
subsequent risk of West Nile virus
infection.
Continue with existing NPDES program and
enhance program with new permit requirements.
Continue maintenance of 115 residential
stormwater facilities. Transfer up to 18 additional
facilities to Renton.
The City implements an annual contract with
pest control contractor to control mosquito
populations through adulticiding of upland areas
adjacent to the wetlands and treatment of City
maintained stormwater ponds using larvicide
during the spring and summer months. The
budget may need to be adjusted annually to
account for additional ponds that are acquired by
the City through new construction.
4 (high $1,801,660 (high end)
end)
0.0 $685,000 annually
0.0 $90,000 annually
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Table 5-2:
Summary of On -Going and Future Program Needs
Program Need Description/Potential Program Conceptual Solution New FTEs Estimated Cost (2020)
Changes
Stormwater Facility Past and current design standards (taken
Fencing Project- largely from King County Surface Water
continuation Design Manual) require stormwater
ponds to have a perimeter fence only
when interior side slopes are greater than
3 horizontal to 1 vertical. However, some
existing ponds with flatter interior side
slopes (i.e., that did not require perimeter
fencing) and having standing water
several feet or more deep can create a
potential safety hazard, particularly for
small children.
Asset Management- Prioritize non-CMP pipes for condition
enhancement assessment
Develop protocols for using condition
assessment data to identify
maintenance, repair and replacement
needs.
The City has adopt a new policy of requiring all
current and future ponds to be fenced which
required changes to the City's stormwater code
and stormwater design manual. The City is
currently responsible for the maintenance of 28
residential facilities and 6 non-residential
facilities that either do not have perimeter fencing
or do not have a perimeter fence that meets the
design standards. There are an additional 17
privately maintained stormwater facilities that will
be eventually transferred to the City and will
need to be fenced.
The Surface Water utility has developed an asset
management program that helps the utility with
short, medium and long term planning of pipe
replacement and repair, proactive inspection and
maintenance of the City's storm system and
prioritizing replacement projects based on cost -
benefit analysis and severity of defects. The
program relies on a CCTV Truck with two
operators, GraniteNet for viewing CCTV
inspections, NASSCO PACP standards, and
coordination between Surface Water
Engineering and Maintenance sections. The
utility will continue to advance this program to
include non-CMP pipes.
0.0 $100,000 annually
0.0 $100,000 annually
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Table 5-2:
Summary of On -Going and Future Program Needs
Program Need Description/Potential Program Conceptual Solution New FTEs Estimated Cost (2020)
Changes
Culvert/Stream Identify all stream crossings with culverts
Inventory Field inventory fish barrier culverts
Prioritize fish barrier culverts and
program into 6-yr CIP
The Surface Water Utility began the process of
conducting a stream inventory of all culvert
crossings. This information was used to
eventually field survey each culvert crossing in
an effort to identify fish passage issues and
develop solutions with priority rankings which
can be incorporated in the utility's CIP program.
The establishment of a fish passage
improvement program is currently under
consideration.
Surface Water Utility The Surface Water Utility's last Develop a comprehensive city-wide surface 0.0
Plan comprehensive planning effort was water planning document to provide guidance for
conducted almost 20 years ago. A new programmatic and capital needs for the next 6
surface water utility management plan is years and for future years. Update every 6 years.
needed to reflect current capital needs Last update as of the writing of this system plan
and programs. was in 2020.
Citywide Drainage The City has many culverts discharging to
Maintenance streams and creeks that require routine
Program maintenance including vegetation and
sediment removal.
The City has completed SEPA review and was 0.0
issued a critical areas and shoreline exemption
for vegetation and sediment removal at culverts
within in the City. Fisheries has also issued an
HPA that authorizes routine maintenance of 25
culverts and channels. City staff will still be
required to obtain individual state and federal
permits for each culvert.
Surface Water Utility The City's infrastructure mapping needs Surface water utility GIS mapping to include new 0.0
GIS continual updates as new storm water storm water systems, as -built information,
facilities, pipes and structures are taken recently annexed areas, and continual
into plats or acquired through maintenance of GIS mapping.
annexations.
Stream FlowIWQ Stream flow and water quality monitoring 0.0
Monitoring Program program. Currently collecting stream gage date
at the Black River pump station.
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$95,000 annually
$120,000
$66,000 annually
$115,000 annually
$13,000 annually
5-20
FUTURE PROGRAM NEEDS
Table 5-2:
Summary of On -Going and Future Program Needs
Program Need Description/Potential Program Conceptual Solution New FTEs Estimated Cost (2020)
Changes
CMP Storm System This program consists of assessing the
Replacement condition of all corrugated metal pipes
Program (CMP) whose diameter is 18 inches or
larger, located in high risk areas (i.e.
under major roads). This program was
driven by a failure of a CMP pipe along
Rainier Ave S in 2018, which caused a
major cavity to form underneath the road,
and required an emergency repair
project. This program is intended to
address deficiencies in CMPs, which are
more susceptible to deterioration than
plastic and concrete pipes, before a
catastrophic failure becomes imminent.
Cedar River Flood The Lower Cedar River Flood Risk
Risk Reduction Reduction Feasibility Study intends to
Feasibility Study assess the feasibility of improving the
level of flood protection and evaluate
future flood risk mitigation projects along
the Cedar River from River Mile 0 to River
Mile 2.7.
Minor deficiencies are typically repaired through
coordination with the surface water maintenance
section, while replacement projects resulting
from significant structural issues (e.g.
deterioration of the pipe wall, pipe collapse)
require the replacement or rehabilitation of the
pipe and may require hiring a contractor. This
program repairs and replaces corrugated metal
pipes showing signs of deterioration in high risk
areas to avoid catastrophic failures and
emergency repairs. This project supports the
city's goal of protecting public safety.
This feasibility study would identify potential
measures or construction projects that would
increase resiliency to floods greater than the
100-year event and identify the most feasible
level of flood protection that could be achieved
along this reach of the Cedar River, a critical area
of development and economic activity within King
County. The King County Flood Control Zone
District (KCFCZD) placed the Feasibility Study
on its 6-year Capital Improvement Project
funding plan in 2018 and a funding agreement
was executed with the City in April 2020. This
study is expected to begin in 2020 and be
completed by 2023. This study evaluates the
feasibility of increasing the level of flood
protection along the Lower Cedar River, and
reducing the risk of flooding to the surrounding
area in Renton. It supports the city's goal of
protecting public safety.
0.0
0.0
$580,000
$485,000
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Table 5-2:
Summary of On -Going and Future Program Needs
Program Need Description/Potential Program Conceptual Solution New FTEs Estimated Cost (2020)
Changes
WSDOT Limited
The city currently charges surface water
This program consists of studies and 0.0 $96,000
Access ROW Runoff
fees to WSDOT for the SR-167 and 1-405
improvements to city facilities downstream of
Impact Mitigation
right of way within Renton city limits.
limited access right-of-way implemented to
Program
RCW 90.03.525 allows local
remain in compliance with RCW 90.03.525. This
municipalities to charge stormwater fees
program enables the city to keep collecting
for state limited access highways and
surface water fees from WSDOT for limited
was modified when Senate bill 5505 was
access right of way, and prioritizes
passed in 2019. The bill clarified the
improvements beneficial to both the City and
objectives of the Stormwater
WSDOT. It supports the city's goals of public
Management Funding and
safety and quality of life.
Implementation Program for highway
related runoff problems and required
charges paid by the state to local
jurisdictions to be used solely for
stormwater control facilities that directly
reduce state highway runoff impacts or
implementation of best management
practices that will reduce the need for
such facilities. A plan and progress report
are required to be submitted annually so
that WSDOT pays their stormwater fee to
the City.
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SECTION 6
CAPITAL IMPROVEMENT PROJECT NEEDS
6.1 GENERAL
This section includes a summary of the drainage system flooding, water quality, and habitat problems
along with proposed project solutions for Utility. This section also describes the process that was used to
identify the problems. Most of the information on solutions to these problems and associated costs was
obtained from previous studies and documented in this Plan without further analysis. Conceptual
project solutions and planning -level cost estimates were developed for a few additional problems
identified during the 2007 planning effort. No additional conceptual project solutions or planning level
cost estimates were identified or developed for the 2020 update. A prioritization scheme for
implementation of capital improvement projects is also discussed.
This section also includes a summary of the capital projects that have been identified by Utility as being
needed on an annual basis.
6.2 FLOOD RISK REDUCTION
The stormwater system in the City includes pipe systems, ditches, culverts, creeks, and detention
facilities. Over the years, the Utility has addressed many flooding problems through solutions ranging
from simple system maintenance to design and construction of complex capital projects. However,
several flooding problems still exist. The Utility's policy typically has been to address major trunk
drainage system problems first, and then address localized problems that affect fewer people and cause
less property damage. In addition, activities to reduce flood risk are focused on improving public safety,
preventing damage to structures (including commercial buildings and private homes), and reducing the
frequency of flooding.
Several steps were completed during the 2007 planning effort to identify flooding problems in the City.
Available drainage studies, basin plans, and other related reports were reviewed along with the list of
drainage complaints downloaded from the City's GIS database. City staff interviewed maintenance
personnel and King County maintenance staff in areas that had been annexed. A preliminary list of
flooding problems was compiled and reviewed to confirm which of the problems still exist and to add
other problems that had not been previously included. Most of the problems within the City involve
localized flooding due to the lack of a collection system, old age of the system, or an undersized
conveyance system.
Flooding solutions were developed to different levels of detail. For flooding problems identified from
drainage complaints or by City staff that were not documented in a previous report or study, or for
those that did not have a previously developed recommended solution, field reconnaissance was
conducted to better evaluate the problem so that a planning -level conceptual solution and cost estimate
could be developed. In these cases, the conceptual solution and cost estimate are considered very
preliminary, because the solution was developed without detailed analysis (such as hydraulic analysis or
survey). For flooding problems that had been documented in previous studies, project solutions were
also developed and documented in most cases.
The problems that were identified through the data review and collection process became projects
within Utility's CIP and are summarized in Tables 6-4a through 6-4f and organized by basin. In 2020,
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these tables were reviewed and updated by City Staff, and completed projects were removed. These
tables give the project number, project name, approximate location, a description of the problem, a
description of the conceptual solution, and cost estimate. The approximate location of each problem is
shown in Figure 6-2.
For projects where a planning -level cost estimate was available, or if project costs were previously
developed in an earlier study or design project, those costs were escalated to 2020 dollars'. Detailed
cost breakdowns for some of the projects are included in Appendix C. The cost estimates that were
developed from the field reconnaissance work include allowances for the following items as appropriate
(see Appendix C for details): dewatering and bypass, erosion and sedimentation control during
construction, construction management, surveying, permitting, engineering, administration, traffic
control, mobilization, and contingencies. Some cost estimates also include allowances for land
acquisition, easements, and state sales tax, if appropriate. Note that state sales tax would apply to
drainage projects that are not within a road right-of-way or do not convey public road runoff (known as
"Rule 171," WAC 458-20-171).
Overall, a total of 48 flooding problems were identified (see Table 6-1 for locations).
TABLE 6-1:
LOCATIONS OF FLOODING PROBLEMS
No. of Flooding
Basin
Problems
Identified
May Creek Basin
4
East Lake Washington Basin
10
West Lake Washington Basin
1
Cedar River Basin
11
Black River Basin
21
Soos Creek Basin
1
Total
48
In addition, two smaller categories of flood problems shown in Table 6-4g were added to the list of
flooding problems at specific locations. One is associated with small drainage projects to account for
correcting small problems like small system replacements. These projects are generally under $500,000
in construction costs and do not require extensive permitting such as Section 401, 404 permitting, and
WDFW HPA. Project locations for this category are shown in Figure 6-2. The other category which is
general in nature and does not include specific projects is associated with miscellaneous storm and
emergency projects that are also small and relate to various emergency storm duties such as flood
response work during the wet season or responding to spills. This category is shown as a single line item
that includes a description and an estimated 6-year budget.
In addition to the flooding problems identified above, the City's GIS Drainage Complaint data was
reviewed. As of July 1, 2020, there are 299 drainage complaints logged in the system, primarily on
' Cost escalation was based on 2.5% per year through 2007, 0% in 2008, 2009, 2010, 2011, and 2012 and 3.5% per
year from 2012 to 2020.
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private property. Of the 299 drainage complaints in the City's database, 33 drainage complaints have an
"open" status and have not been resolved, 3 drainage complaints have a "closed" status but are missing
a closed date, and 7 drainage complaints have a blank status and no closed date. A list of these drainage
complaints and their locations are summarized in Appendix F.
6.3 WATER QUALITY
Utility includes a program to maintain or improve water quality of the surface water bodies within the
City to the extent needed to protect existing or proposed beneficial uses. Utility's efforts to improve
surface water quality are prioritized with NPDES Permit compliance being the highest priority. Utility's
highest priority strategy to protect water quality is to use source control BMPs and stormwater
development and redevelopment requirements to prevent untreated stormwater from entering the
City's groundwater aquifer.
Numerous basins in the City are at the downstream end of upstream tributary areas that lie outside the
City's boundary and jurisdiction. Some of these upstream areas have water quality that is already
impaired before it reaches the City. Therefore, water quality in these basins is difficult to control due to
background water quality standards being poor.
Table 6-2 lists the beneficial uses of the more significant water bodies in the City based on a
questionnaire mailed out to all utility customers in 1995 (HDR, 1995). Highest priority is given to water
bodies with swimming, given the potential health implications. These water bodies are: Johns Creek,
which flows through Coulon Park; the Cedar River; and the near shore of Lake Washington.
TABLE 6-2:
EXISTING BENEFICIAL USES
Water Body
Viewing
Boating
Swimming
Fishery
Wildlife
Johns Creek
Yes
No
Not
No
No
Lake Washington
Yes
Yes
Yes
Yes
Yes
Cedar River
Yes
Yes
Yes
Yes
Yes
Maplewood Creek
Yes
No
No
Yes
Yes
Tiffany Creek
No
No
No
No
Yes
May Creek
Yes
No
No
Yes
Yes
Honey Creek
Yes
No
No
Yes
Yes
Springbrook Creek'
Yes
No
No
Yes
Yes
Panther Creek Wetland
Yes
No
No
Yes
Yes
Panther Creek
Yes
No
No
Yes
Yes
Black River PS Pond
Yes
No
No
Yes
Yes
Soos Creek
Yes
No
No
Yes
Yes
1. Although swimming does not occur in Johns Creek, its quality can affect conditions of the swimming beaches in
Coulon Park located at the mouth of Johns Creek.
2. A spring at the headwaters of Upper Springbrook Creek, which is tributary to Springbrook Creek provides 17% of
the City's water supply.
The existing water quality conditions for these water bodies and other basins and subbasins are
presented in Section 2. This section summarizes existing water quality problems. Some of these
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problems are also recognized on Ecology's 303(d) list of impaired water bodies (see Table 4-1). As noted
previously in Section 4, waters on this list require a TMDL study, which determines the allowable
pollutant loading for the receiving waters for the water quality parameter causing the water quality
impairment. It is the responsibility of the state to perform the TMDL studies. Waters on the 303(d) list
are prioritized for TMDL studies, but the state has limited resources and the timing for implementation
of TMDL studies is likely several years off.
The following section summarizes water quality problems within the City by basin (generally
summarizing information contained in Section 2).
6.4 EXISTING WATER QUALITY AND ITS EFFECTS ON BENEFICIAL USES
The following paragraphs give a brief summary of the existing water quality in each of the City's
significant water bodies and its possible effect on existing beneficial uses.
6.4.1 JOHNS CREEK
Johns Creek is a small tributary of Lake Washington located in WRIA 8. The Johns Creek basin covers
approximately 1,236 acres and is located east of Cedar River, in the northeastern portion of Renton. The
upper subbasins are dominated by residential and commercial land use, and the lower sub -basins are
dominated by industrial and commercial uses. Summer is the period of most interest, because of
swimming and other water activities at Coulon Park. Water quality during dry weather is generally good
with some exceptions due to fecal coliform bacteria. The ten -state standard, used to determine whether
fecal coliform poses a risk to public health, has been exceeded at the swimming area of Gene Coulon
Park in Lake Washington in the past (Herrera, 2006). It is known that waterfowl and other wildlife are
the primary source of high fecal coliforms in the Johns Creek system via the bacteroides PCR testing
method as stated in the Gene Coulon Park Microbial Source Tracking Study conducted in 2006 (Herrera,
2006).
A small portion of the problem may be caused by discharges of sewage into the storm drains by older
exfiltrating and/or improperly connected sanitary sewers. If they exist, sewage discharges should be
eliminated, given the importance of Coulon Park.
6.4.2 LAKE WASHINGTON
Ecological function in Lake Washington is facilitated primarily by water quality alterations in tributary
basins and water quality and physical alterations along the shoreline (Parametrix, 2008). Most Lake
Washington tributaries are highly developed, which limits restoration potential. May Creek and the
Cedar River are the least developed basins draining to Lake Washington and also support a high degree
of watershed function. These watersheds have the greatest potential for management actions to protect
and restore ecological functions in the lake. These are discussed in greater detail below.
Lake sediments are a sink for pathogens and toxins, and sediment quality can influence lake ecology. As
noted in Section 2, due to the limited transport and mixing of sediments, poor sediment quality is
usually localized in stream deltas and at old industrial sites (Parametrix, 2008).
6.4.3 CEDAR RIVER
The Cedar River is approximately 45 miles long and originates in the Cascade Range. It generally flows
west and northwest, eventually emptying into the southern end of Lake Washington. The Cedar River is
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on Ecology's 2016 303(d) list for violation of temperature, dissolved oxygen, and pH water quality
standards. The lower Cedar River has good water quality with the highest quality water in the upper
reaches and decreasing water quality as the river flows through developed urban and suburban areas.
Ecology has two water quality monitoring stations along the Cedar River, one near Landsburg and the
other in Renton at Logan Street. The WQI score at these locations for water years 2016, 2017, and 2018
were above 85 for the Logan Street station and above 93 for the Landsburg station (Freshwater
Information Network, 2020). Both scores are above the threshold value of 80 for "good" water quality,
per the Washington DOE river and stream water quality index, indicating that the water quality at these
locations meet expectations and these areas are of lowest concern for water quality issues. As noted
previously, the upper portions of the watershed are largely undeveloped and provide more pristine
runoff to the Cedar River. The upper watershed is a protected area of about 90,000 acres and is owned
by the City of Seattle. The upper watershed is called the Cedar River Watershed and provides drinking
water to the greater Seattle area at the Landsburg diversion.
The lower Cedar River watershed has been extensively altered and was re-routed in 1912 from draining
into the Black River to draining into Lake Washington. By 2001, approximately 64% of the lower Cedar
River was modified on at least one bank, which, coupled with decreased flows, had narrowed the river
from a historic average of 250 feet in width to 110 feet (Kerwin, 2001). The loss of floodplain and
riparian connectivity in the lower Cedar River has affected storage, sediment, and contaminants, and it
has simplified in -stream habitat.
6.4.4 MAPLEWOOD CREEK AND TIFFANY (GINGER) CREEKS
There is limited recent data available for Maplewood and Tiffany creeks, but they likely have good water
quality during dry weather. Limited data indicate that pollutant concentrations become elevated during
storms, in particular metals and nutrients and probably petroleum products. It is likely that the water
quality standards for some metals are exceeded during storms. The Cedar River Basin Current and
Future Conditions Report (King County, 1993) documented a septic failure rate of approximately 13%
within the Maplewood Creek subbasin, but it is believed that many of these failures have been
corrected since 1993.
6.4.5 MAY CREEK
The May Creek watershed covers about 8,960 acres in Renton, Newcastle, and unincorporated King
County and includes 26 miles of mapped streams, two small lakes, and over 400 acres of wetlands.
Headwaters are mostly forested ravines and include a significant portion of the undeveloped parkland
on Cougar Mountain. The lower, western portion of the basin is inside the UGA and is a fairly dense
urban residential development area with some undeveloped forested areas. Trend results (discussed in
Section 2) indicated that water temperature, conductivity, and ammonia -nitrogen have increased
significantly, while pH, TSS, and nutrient concentration (ortho-phosphorus, nitrate, and total nitrogen)
have decreased. May Creek's 2018 water year WQI score was 70 out of 100. May Creek is listed as
impaired for temperature, fecal coliform bacteria, and bioassessment on Ecology's 2016 303(d) list.
Input of waste to the creek from livestock and septic systems on the upland plateau likely contribute to
the presence of fecal coliform within the creek.
6.4.6 HONEY CREEK
Honey Creek drains approximately 962 acres of mixed commercial and residential land. Limited data on
Honey Creek indicates that water quality is good during dry weather and that turbidity and metals
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conditions worsen during storms. The fishery is degraded, but most likely due to excessive stormwater
flows and the lack of habitat structure rather than the temporary degradation of water quality during
storms. Part of the reason for the lack of habitat structure is a sanitary sewer line running down portions
of the creek, which affected the creek bed and some of the banks many years ago.
6.4.7 SPRINGBROOK CREEK
Springbrook Creek is the largest subbasin in the lower Green River Basin with a watershed of about 24.6
square miles. Springbrook Creek is 12 miles long, with about 3.5 miles located in the City. Within the
City, the creek was extensively modified and straightened for agricultural drainage in the 1920s by King
County Drainage District No. 1.
Springbrook Creek has the most degraded water quality in the City. Water quality is degraded during
both dry and wet weather, which is unique compared with other streams in the City, except possibly
May Creek. In contrast, the water quality of other water bodies in Renton appears to be degraded only
during storms. It is likely that poor water quality during the summer has severely degraded rearing
conditions for salmonids.
Water quality is severely degraded as Springbrook Creek enters Renton from Kent. Water and sediment
quality do not appear to change significantly as Springbrook Creek flows through the City.
Contaminated sediment was removed in the early 1990s from 1,600 feet of creek bottom in Kent. A
comparison to stream sediment in Renton indicates that its quality is similar to that removed in Kent,
suggesting the possibility that some sediment in Springbrook Creek within Renton could be
contaminated enough to require removal.
The Springbrook Springs Watershed is of one of the City's water supply sources, and is a point of
concern for contamination. The watershed is located at the headwaters of one of the Springbrook Creek
tributaries, called Upper Springbrook Creek. This watershed, however, is above the areas experiencing
sediment contamination and the more highly degraded water quality of Mill Creek (Kent) and
Springbrook Creek (Kent). Nevertheless, appropriate BMPs should be implemented within the vicinity of
this watershed to protect the quality of the spring water.
The extent of development in the Black River/Springbrook Creek watershed severely limits the potential
for restoration. In addition, the stream gradient is virtually flat and morphologic complexity is lacking
due to straight channels, no large woody debris (LWD), and loss of forested riparian features. There
exists restoration potential for the stream buffer in any existing undeveloped open space along the
mainstem with wetland restoration and re-creation. On -going wetland enhancement and restoration is
currently occurring as part of a joint effort by WSDOT and the City to create a wetland mitigation bank.
WSDOT and the City implemented a joint, multi -site wetland mitigation bank that includes 130 acres of
wetland restoration, rehabilitation, and enhancement. Three of the wetland mitigation sites are
contiguous to Springbrook Creek, and two other sites may be associated with the City shoreline planning
jurisdiction. The mitigation bank sites are located in the Renton valley between SW 27th Street and the
city limits at SW 43rd Street.
6.4.8 BLACK RIVER PUMP STATION
Most of the pollutant loading carried by Springbrook Creek is probably deposited in the pond that acts
as the forebay for the BRPS. Further, the Naches Avenue drain, which discharges directly into the pond,
drains a large commercial area, much of which was developed prior to when the City required water
quality treatment. Therefore, this drain likely carries a substantial pollutant load during wet weather
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conditions. The data are too limited to allow firm conclusions on the risks to beneficial uses in the pond.
Of particular concern is the health of the heron rookery and the biological community upon which it
depends.
6.4.9 PANTHER CREEK WETLAND
There are no data for the Panther Creek Wetland. The wetland likely removes a significant fraction of
the stormwater pollutant loading coming from the Panther Creek watershed and from Rolling Hills Creek
during high flows when the creek backs up into the wetland. During low flows, Rolling Hills Creek does
not back up into the wetland.
6.4.10 PANTHER CREEK
There is no available information for Panther Creek. However, the watershed for this creek is less
developed and the creek generally has a good riparian corridor that could provide shade and filter
sediments. Based on this, it is anticipated that the water quality is good.
6.4.11 BIG SOOS CREEK
There is no available data for Big Soos Creek within the city limits; however, just south and within
unincorporated King County, Big Soos Creek is listed on Ecology's 2016 303(d) list for dissolved oxygen
and bacteria. Ecology is in the process of developing two TMDLs for the Soos Creek watershed including
Big Soos Creek in coordination with other jurisdictions with the watershed, including the City.
6.4.12 OTHER WATER BODIES
Gypsy Sub -Basin (unnamed creek): There is no water quality data for this creek. The creek
has little or no flow during the summer. It is likely that the water quality is very good during
dry weather. Because of development, pollutant concentrations during storms are elevated
in some metals, nutrients, and petroleum products. It is possible that the standards for
some metals are exceeded during storms.
• Kennydale Creek: Kennydale Creek and several storm drains discharge to Lake Washington
in the vicinity of Kennydale Beach Park, where swimming occurs. This area is sewered and is
therefore unlikely to contaminate the beach along the park with fecal coliform bacteria from
humans. Given the importance of the park, some testing during and immediately following
summer storms may be appropriate in the future.
• Rolling Hills Creek: Water quality during dry weather is probably fair to good. Limited data
collected during storms indicate high concentrations of metals and nutrients. It is likely that
the standards for some metals are exceeded during storms.
6.4.13 WATER QUALITY SOLUTIONS
Water quality problems are being addressed primarily by water quality programs described in Section 3
to meet compliance with the NPDES Permit. The City does not generally construct stand-alone water
quality projects; however, three water quality retrofit capital projects and a retrofit study are proposed
that would significantly improve water quality within the City. Because these projects are considered
retrofit projects, they are eligible for water quality grants from Ecology. The City applied for and
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received approximately $2.74 million in grants from Ecology to fund at least 75% of the eligible design
and construction costs. Project name, descriptions, number, approximate location, and cost estimates
for these projects can be found in Table 6-5 (located at the end of this section). Figure 6-3 shows the
project locations.
6.5 HABITAT RESTORATION AND PROTECTION
The City is interested in habitat restoration and protection, and there have been numerous efforts both
locally by the City and regionally with WRIA planning efforts. The WRIA planning efforts have focused on
local and regional efforts to identify habitat and resource problems and needs. As previously mentioned,
the May Creek, Cedar River, and East and West Lake Washington Basins are all part of WRIA 8. The
Springbrook/Black River and Soos Creek Basins are part of WRIA 9. The following paragraphs provide a
brief background of these WRIA planning efforts. Section 2 provides a general description of the habitat
resources and conditions within the City.
WRIA planning is in response to the State Salmon Recovery Planning Act, which in turn was in response
to the ESA listings. The Washington State Legislature established the Salmon Recovery Act (RCW 77.85)
through House Bill 2496 for the improvement and recovery of salmonid fish runs throughout the state.
This act established a Salmon Recovery Office within the Office of the Governor to coordinate a state
strategy for salmon recovery to healthy sustainable population levels with the purpose of coordinating
and assisting the development of salmon recovery plans.
The Salmon Recovery Act authorizes a lead entity (e.g., county, city) in a WRIA to establish a steering
committee to develop local watershed projects that address habitat concerns. The role of the
committee is to compile a list of projects, prioritize project implementation, establish priorities for
individual projects, and submit the list to the Salmon Recovery Funding Board (SRFB) for funding.
Salmon conservation plans for WRIAs 8 and 9 were completed in 2005. These plans, together with other
plans prepared throughout the Puget Sound region, became part of the official Puget Sound Salmon
Recovery Plan, which was approved by NOAA Fisheries in 2007. The WRIA 8 plan was updated in 2017.
These plans contain recommendations for protecting and restoring salmon habitat, from general land -
use recommendations applicable throughout the watershed to small and large, site -specific habitat
restoration projects.
FIGURE 6-1. SOCKEYE IN CEDAR RIVER (YR. 2010)
The responsibilities of the WRIA steering committees, which operated generally from the late 1990s to
2008, was passed on to the Watershed Ecosystem Forum, which began operating at the beginning of
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2009. The Watershed Ecosystem Forum combined the membership of different WRIA steering
committees and the membership of the forum of local governments.
The City committed to help implement the recommendations of these plans through a variety of
methods: partial funding, local sponsorship, expedited permitting, and engineering/planning
coordination. The level of local support varies between projects.
Based on the WRIA planning information and other local habitat studies and prior investigations, the
City identified a total of 26 potential habitat projects, which are summarized in Table 6-6. No cost
estimates are included in the table at this time because detailed costs have not been developed and the
City's potential contribution to the cost of each project could vary significantly. For planning purposes, a
preliminary range of cumulative costs for all habitat projects was assumed to be $4 million to $8 million.
The locations of these potential habitat projects are shown in Figure 6-3.
6.6 MISCELLANEOUS PROGRAMS AND REGULATORY PROJECTS
Table 6-7 lists miscellaneous programs and regulatory compliance projects that have been identified by
the City as being needed on an annual basis (through the six -year CIP planning period). These reflect a
wide range of activities such as NPDES permit compliance, mosquito abatement, facility fencing, system
mapping, inventory and monitoring, and the City-wide drainage maintenance program, and asset
management program. The total cost for these programs is approximately $18.2 million, to be spread
out over the six -year planning period. Note that in this table, the costs included for the various NPDES
compliance elements is consistent with the high range from Table 5-1.
6.7 CAPITAL PROJECT PRIORITIZATION
Many of the capital projects identified in Tables 6-4 through 6-7 will take many years to implement. As
such, a prioritization scheme was developed with City staff to help guide when projects should be
implemented. The prioritization scheme focused on flooding -type problems within the City and includes
three levels of priority. A prioritization scheme for habitat projects was not developed, because these
projects will often be driven by factors outside the City's control, including input from WRIA planning
activities, resource agencies, and joint funding agreements. The prioritization scheme for flooding
projects is as follows:
Priority 1 Projects: Highest priority projects considering public safety; flooding of arterials
that potentially close emergency vehicle access; the number of buildings flooded (numerous
buildings vs. one or a few) and the extent of flooding and potential cost of flood damage;
and the recurrence of flooding (how often an area gets flooded).
Priority 2 Project: Projects that may include many of the same factors as the Priority 1, but
are not considered a significant safety hazard. They may flood one or a few buildings
compared to several, or may be subject to flooding on very rare occasions.
• Priority 3 Projects: Third priority projects temporarily flood local streets or public/private
yards, but do not result in significant safety hazards or property damage.
Additionally, a fourth category of flooding projects was identified. This category involved flooding
projects with emphasis on habitat benefit. These projects did not fit well within the priority ranking
scheme, and their implementation will often be driven by multi -jurisdictional involvement.
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In general, it is the City's goal to implement the Priority 1 projects during the next 6-year CIP planning
period, or as funding allows. The specific order and timing of project implementation for the currently 6-
year CIP developed as a part of this plan is discussed in Section 7. However, it is noted that the order in
which the projects will be implemented within both the 6-year CIP and the priority groups will be
updated annually as part of Utility's annual CIP planning process. Priority 2 and 3 projects could be
funded in later years as funding becomes available and other projects get completed. Other factors also
are considered on a case -by -case for projects across the three priorities. On occasion, this may change
the relative position between projects. One important consideration is whether a project could be
implemented early to take advantage of "opportunistic" factors such as funding or scheduling
opportunities. Funding opportunities periodically arise when a grant becomes available. Grant programs
often target different types of projects. For example, if a particular grant program targets salmon
recovery, projects with habitat elements may be bumped ahead of flooding projects in an effort to
obtain grant funding to offset the project costs. Scheduling opportunities become available when
surface water projects can be combined with other City projects to reduce construction costs. An
example is when a conveyance system upgrade is implemented at the same time that a street, water, or
sewer improvement project is being built, so that a portion of the project's cost, such as the costly
roadway restoration, mobilization, and demobilization, is shared between Utility and the other City
department.
Another factor in prioritizing projects is the fact that some projects may provide additional habitat
benefits or may be counted as mitigation for another project. For example, when comparing two
flooding projects that may otherwise provide equivalent flood risk reduction benefit, but one also
benefits habitat, the priority should be given to the latter.
Using these prioritization considerations, the City developed a priority ranking as presented in Table 6-8.
The Priority 1 projects total $46.6 million. The total costs of Priority 2 and 3 projects are approximately
$12.3 million and $9.2 million, respectively. The total cost of the flooding projects with habitat emphasis
is approximately $922,000.
Table 6-3 provides an overall summary of the CIP and program cost breakdown over the 6-yr CIP
planning period, including the flooding projects by priority category, as well as annual projects, habitat
projects, and water quality projects.
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TABLE 6-3:
6-YEAR CIP SUMMARY
Cost
Projects
(2020 Dollars)
Programs and Regulatory Compliance
$18,174,960
(estimated cost during 6-year CIP period) (from Table 6-7)
Water Quality Retrofit Projects' (from Table 6-5)
$4,421,000
Priority 1 Projects for Flood Control (from Table 6-8)
$46,581,000
Priority 2 Projects for Flood Control (from Table 6-8)
$12,287,000
Priority 3 Projects for Flood Control (from Table 6-8)
$9,249,000
Projects for Flood Control with Habitat Emphasis (from Table 6-8)
$922,000
Annual Capital Projects for Flood Risk Reduction'
$176,000
Habitat Projects (from Table 6-6)
$4 million to $8 million'
1. Several flood control projects and habitat projects will have elements that improve water quality.
2. Average annual maintenance costs of Projects 303 and 302 (from Table 6-8). Total project costs for 303 and 302 are included
in Priority 1 Project Costs.
3. Cost for Habitat Projects provided is a range. Many projects will be partially funded from other sources and City's participation
will vary between projects.
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Surface Water Utility - GIS I Printed Date: 12/11/2020
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W E
S
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-4A:
FLOODING PROBLEMS: MAY CREEK BASIN
GIS
Estimated Cost
ID # Project Name Approximate Location
Problem Description
Conceptual Solution
(2020)
411 May Creek Outfall @ NE 361h Street Outfall
Runoff from the upstream basin drains down -slope via NE 361h Street and
Historical runoff from this development should have split development flow with a
$658,000
NE 361h Street to May Creek (near
discharges at the top of the steep slope at Lincoln Avenue NE and NE 361h
project that directs half of the upper development flows down toward May Creek
Lincoln Avenue NE)
Street. Continued erosion into May Creek results and may cause future
(from East to West direction) on NE 36th Street. A conceptual solution that is part of
steep slope failures.
the May Creek Outfalls Master Plan is needed.
421 May Creek Outfall @ Outfall at NE 301h
The NE 301h Street outfall pipe draining into May Creek is undersized and
The pipe is approximately 320 feet in length and would need to be upsized and
$658,000
NE 30th Street Street into May Creek
cannot pass future condition flows. No upstream complaints from nearby
modified to HDPE and anchored into the slope to accommodate future conditions
residents have been noted, but future upstream condition flows has a
runoff from the upstream basin. The existing outlet into the riprap outfall pad (the
high potential to exceed discharge capabilities of the outfall pipe.
riprap pad was upgraded as part of the May Creek Site #1 Project) shows an existing
12-inch to 18-inch CMP discharge pipe size. One conceptual solution would be to
replace it with an above ground, heat fused, HDPE helical anchored pipe. The existing
outfall does not need to be improved because it was modified as part of the May
Creek Bank Stabilization Project (Site #2) in 2006. This project would be outside of the
OHWM, therefore an HPA may not be needed.
431 Honey Creek Outfalls Honey Creek Slope
Various outfalls discharge to unarmored steep slopes that drain into
Develop a Honey Creek Master Plan that would address stormwater runoff on top of
$263,000
Plan Outfalls (Various
Honey Creek and cause erosion and downstream sedimentation
steep slopes. If the problems are allowed to continue, a potential for slope failure can
Locations)
problems.
develop due to increased runoff rates and volumes on steep slopes.
456 NE Sunset Blvd at NE Sunset Boulevard
Honey Creek runs in a series of ditches and pipe systems that flow under
Identify and survey the location and elevation of the existing storm system that
$2,250,000
Union Avenue NE (Union Avenue NE to
parking lots, under buildings, and in public rights -of -way. Much of the
conveys Honey Creek. Inspect various sections of the storm system for problems,
Duvall)
system is poorly mapped, and the sections on private property may not
structural integrity, and estimated service life. Identify existing ownership,
have easements. Development has increased runoff into the drainage
easements, and maintenance responsibility of various sections of the system.
system. The drainage system may be near full capacity, and portions of
Perform a Hydrologic and Hydraulic Report for the storm system to determine the
the pipe system may be deteriorating.
peak runoff from the basin and flow capacity of the existing system.
Honey Creek also flows under a shopping center, Sunset Blvd, and Union
Ave NE in two old CMP arch culverts. The capacity of the CMP arch
Phase 1 would involve developing a planning report to identify deficiencies in the
culverts and sections of open channel needs to be evaluated since they
drainage system, identify conceptual solutions, and plan for future design projects.
appear to be near full capacity during large storm events.
High risk problem areas should be identified in the Phase 1 report. Phase 2 would
involve design and construction of selected improvements. Potential improvements
may include bypassing the existing system and/or obtaining easements to correct and
upgrade the existing storm system with new pipe or pipe liner. Phase 3 of the project
would involve design and construction of any remaining improvement, as needed.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-14
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-413:
FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN
GIS
Estimated Cost
ID # Project Name Approximate Location
Problem Description
Conceptual Solution
(2020)
506 John's Creek Culverts John's Creek
Sediment has accumulated within a series of detention ponds and inside
The proposed solution includes excavation of the sediment deposits in the ponds
$165,000
Sediment Cleaning Sediment (Park
the creek culverts (the ponds look like wide swales). Increased
upstream of the culverts. Permitting for work in stream and possibly wetlands may be
Avenue / Lake
development runoff from public and private properties drain into the
required. The following are some additional considerations/options associated with
Washington
John's Creek stormwater system and may cause flooding in this area. The
the private culverts:
Boulevard)
John's Creek culverts are either full or partially full of sediments
decreasing conveyance flow capacity and may cause upstream flooding.
1. City cleans the culverts and bills the property owner who owns the culverts.
This system is connected to the upstream Landing's storm system.
2. City cleans the culverts and does not bill the property owner. However, this may
Reduction of capacity on the John's Creek facilities will result in
establish a precedence that the City will maintain the culverts.
backwater and flooding issues. The total tributary area that currently
drains to the Johns Creek outfall is approximately 1200 acres. Some of
Work with the property owner to clean the culverts jointly via a cost share and
the culverts are privately owned.
f
future agreements.
511 John's Creek Culvert Located near
The culverts located at the entrance of the park are at or near full
The culverts are a mix of public and private facilities. The public culverts located
$1,200,000
Crossings entrance to Gene
capacity even after cleaning of the sediments in the ponds and culverts.
under BNSF and Lake Washington Blvd N. may need to be improved and the private
Coulon Park
Additional upstream development may cause future problems that would
culvert system was improved in 2016 by a private development. Any new
require the culverts to be upgraded to a box culvert system.
developments upstream will require this system to be evaluated and improved.
516 South Lake Pipe Replacement
400 feet of an existing 48-inch CMP pipe needs to be replaced with 60-
The project includes replacing an existing 48-inch CMP with 60-inch pipe. The
$988,000
Washington Roadway Project from the
inch pipe. This pipe was not replaced as part of the South Lake
Transportation Department will provide funding on this project due to its being part
Improvement Landing Project to
Washington Road Improvement Project due to the late timing of the road
of the South Lake Washington Roadway Improvement (SLWRI) Project that was not
Discharge to John's John's Creek Outfall
project and inability to secure an HPA in time for construction during the
included within SLWRI construction because of project's timing and permitting issues.
Creek
summer construction months. The existing 48-inch pipe does not have
enough capacity and its capacity may be further reduced due to sediment
buildup from recent upstream construction.
521 Johns Creek Outfall - NE 8th Street to
Frequent localized flooding of streets and private properties occurs on
The proposed Houser Way North storm system improvements include replacement
$1,450,000
NE 8th Street to Houser Way N. (1-405
Houser Way North with ponding occurring during large storm events near
of 2,500 linear feet of storm drain. As part of the WSDOT improvements along this
Houser Way N. to Johns Creek
the 1-405/Park Avenue/Houser area. The Houser Way N. street storm
area there is future interest from WSDOT to expand the 1-405 limits and upgrade this
Outfall)
system lacks adequate capacity to convey storm runoff due to flat grades.
downstream system in order to prevent flooding and backwater on Houser Way. The
The lack of downstream capacity may exacerbate the problem in this
John's Creek H&H report, by WSDOT, has analyzed this system and suggests
system along with increased upstream runoff from new developments
improvements if the 1-405 expansion project is approved for construction.
and WSDOT.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-15
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
531 Kennydale Master
Drainage Plan
541 East Lake
Washington Blvd and
NE 28th Street
Drainage
546
551
Meadow Avenue
North Culvert on
Kennydale Creek
Approximate Location
TABLE 6-413:
FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN
Problem Description
Kennydale Master
The North/Lower Kennydale area (west of 1-405) has sheet -flow runoff
Drainage Plan
that crosses private properties due to lack of a defined street collection
(Example: N 30th
and conveyance system. This lack of a defined street and conveyance
Street and Burnett
system will result in more frequent future flooding as increased upstream
Avenue N.)
development occurs. In addition, no major storm conveyance 'trunk -
lines' exists to convey runoff to Lake Washington. With increasing
development, this problem is increasing downstream flooding onto
private properties and has a potential to flood Lake Washington
Boulevard in the future. For example, new home construction with
footing drains and large impervious roof structures now discharge runoff
onto the streets. An identified problem is at Burnett Avenue N. that has a
history of garage flooding due to lack of a defined drainage system to
convey flow around the property.
Conceptual Solution
Develop a Kennydale Master Drainage Plan to address all problems in the
North/Lower Kennydale area, develop a risk assessed project priority list, and
potential alternatives for each project. The Plan would suggest storm system
improvements for the problem area, provide a high level cost estimate for each
project, coordinate with the Transportation and other City departments on sidewalk,
street, utilities, and other future composite improvements with known asphalting
schedules. In addition, all outfalls and Lake Washington Boulevard storm crossings
should be analyzed for this area and include recommendations for a trunk -line
collection system that crosses Lake Washington Blvd at certain areas. Development
of a neighborhood local improvement district is a potential option for this project
area.
East Lake Washington This local flooding issue is related to the Lower Kennydale problem This problem, that is typical for the Kennydale area, should be addressed as part of
Blvd and NE 28th description (see also ID 531). City street runoff and other upstream areas the Kennydale Master Drainage Plan (KMDP). Design and construction should
Street contribute runoff onto this lower private property due to lack of street evaluate alternatives and suggest feasible recommendations via the KMDP study.
curb and gutter system and storm system trunk -line.
Kennydale Creek
Culvert Crossings (at
Meadow Avenue N. &
N. 28th Street and
Jones Avenue NE
Culvert Crossing)
Jones Avenue NE and Old Blueberry Farm at
NE 20th Street NE 20th Street and
west of Aberdeen
The Meadow Avenue North culvert needs to be replaced due to capacity
issues associated with increased upstream development runoff.
Ditches, culverts, and pipe system have had problems in the past with
capacity issues that cause flooding of roadway and private properties.
Upstream runoff is a mixture of public and private runoff. Much of the
existing ditch system has inadequate capacities to convey upstream
runoff. Additional development upstream will cause future downstream
flooding problems in this area. The existing ditch system north of NE 20th
Street is on private property.
As part of the 1-405 expansion and increased impervious surface runoff, WSDOT may
design and construct this replacement project as part of the 1-405 expansion work.
Develop a storm -water collection and conveyance system to direct runoff within the
existing City right-of-ways from NE 19th Place to Jones Avenue NE. The proposed
system along Jones Avenue NE and NE 20th Street should be evaluated for existing
and future land use conditions for the contributing upstream basin.
Estimated Cost
(2020)
$395,000
$329,000
$2,630,000
$336,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-16
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
566 Jones Avenue NE/
NE 43rd Street
Culvert and Storm
System
Improvements
571
Approximate Location
TABLE 6-413:
FLOODING PROBLEMS: EAST LAKE WASHINGTON BASIN
Problem Description
Jones Avenue NE and Flooding of the culvert system occurs across NE 43rd Street due to flat
NE 43rd Street grades in the area, sediment accrual at the inlet, backwater, and the
undersized ditch system along NE 43rd Street. Flooding of street occurs
during higher rainfall events and limits access into Presbyterian Church
and Jones Avenue NE residents. Overflow of existing ditch, due to lack of
culvert and downstream system capacity, results in ponding across the
street and at the Church during higher rainfall events.
Lincoln Avenue NE Lincoln Avenue NE The Lincoln Avenue NE culvert, at NE 43rd Place, has runoff overtopping
Culvert and NE 43rd Place across the road during high rainfall events. Flooding causes traffic safety
Improvements issues on Lincoln Avenue NE. The upstream culvert inlet debris cage
needs to be cleaned out each year and after each large storm event. The
adjacent property to the south of the culvert has had erosion and
flooding problems from culvert overflow that was redirected. High
sediment loadings from the upstream tributary area, located in the City of
Newcastle, plug the culvert inlet frequently and greatly reduce the inlet
capacity.
Conceptual Solution
Preliminary study needed of this problem that includes hydrologic and hydraulic
analyses to define solutions. Recommendations and alternatives should include
replacing existing 24-inch CMP at NE 43rd Place with a 4-foot wide by 6-foot high
concrete box culvert. In addition, the NE 43rd Street ditch needs to be analyzed and
recommendations developed to alleviate flooding problems. One potential solution
is described below.
Ditches carrying sediments from a steep uphill area backs water up and floods area
due to flat grades downstream, undersized culvert crossing at NE 43rd
Street. Potential solution is to reroute to May Creek system 1400 feet to the south
which may need to 'buck' road grades 13 feet to drain to May Creek ($700,000 for
this option). Cost of solution provided in estimate is for this option.
Lincoln Avenue NE and NE 43rd Place Culvert Improvements — Some conceptual
solutions include re -grading the existing ditch, installing log weirs upstream of the
culvert (along with a maintenance access road adjacent to the log weirs), replacing
the existing grate with a new trash rack type, and installing a new overflow manhole
at the culvert inlet. A Tt/KCM report stated that the ditch and pipe conveyance
system improvements or other alternatives need to be designed to ensure the system
is not subject to constant maintenance issue during high rainfall events.
Estimated Cost
(2020)
$922,000
$198,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-17
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-4C:
FLOODING PROBLEMS: WEST LAKE WASHINGTON BASIN
GIS Estimated Cost
ID # Project Name Approximate Location Problem Description Conceptual Solution (2020 costs)
621 Black River Box Black River Box This box culvert receives runoff from Renton Avenue and the airport area. This project should be coordinated with funding from the City Airport due to $1,320,000
Culvert Maintenance Culvert — Major Its capacity is limited due to years of sediment buildup within the culvert. potential hazardous waste material generation and Airport drainage runoff being
Maintenance Potential for contaminated sediment exists in this box culvert. sent to this culvert. Runoff for this box culvert is carried directly to Lake Washington.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-18
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name Approximate Location
101
111
116
TABLE 6-4D:
FLOODING PROBLEMS: CEDAR RIVER BASIN
Problem Description
Cedar River Gravel (From Williams The project is a continuation of the Cedar River Section 205 Flood
Removal Project Avenue Bridge to N. Damage Reduction Project. The regionally significant project solved
Boeing Bridge) major river flooding from Williams Avenue to Lake Washington that
Monroe Avenue NE
and NE 2"d Street
Ginger
Creek/Cascade Park
Basin Plan
resulted in flooding of the Renton Municipal Airport, Boeing facilities and
the north Renton. River flooding has caused extensive damages in the
past. Additionally, natural sediment transport and deposition in the Cedar
River, a highly aggradational river, gradually buildups sediment in the
lower Cedar River from avulsed upstream basin areas. Sediment
accumulation in Lower Cedar River from Lake Washington to Williams Ave
S (Section 205) causes the reduction in flood protection level of the
floodwalls and levees in that reach which flows through Boeing and the
Renton Municipal airport.
301 Monroe Avenue The 245-acre subbasin influent to the existing storm system currently
NE drains untreated runoff to a 670-foot-long 36-inch perforated infiltration
pipe along NE 2nd street and a 200-foot-long 48-inch perforated
infiltration pipe along the King County Access Road, both with insufficient
capacity. Therefore, during large storm events, stormwater currently
overflows via two outfalls from the trunkline on Monroe Ave NE to 301
Conceptual Solution
Programmed funding is for the design, permitting, and completion of the gravel
removal from Section 205 river bed, as well as required project mitigation activities,
monitoring of spawning channel fish use, and yearly monitoring of sediment
accumulations in the lower 1.25 miles of the Cedar River.
This project will design and construct a permanent drainage and water quality
treatment solution to replace the expiring temporary stormwater overflow from
Monroe Ave NE into a private property at 301 Monroe Ave NE. In the proposed
design, stormwater runoff from the Monroe Ave NE Basin will enter the Upper Balch
Pit site from the storm system along Monroe Ave NE. Runoff will be conveyed via
storm pipe to the northwest corner of the site to a hydrodynamic separator and flow
Monroe Ave NE, a property commonly referred to as the Upper Balch Pit.
splitter, which then outlets the stormwater to open channels via a level spreader.
Here, stormwater ponds and infiltrates into the native soil. Before the
Stormwater will then pass through a surficial facility for enhanced basic water quality
construction of the temporary outfalls to the Upper Balch Pit in 1996,
treatment, before entering a Stormtech Chamber gallery for infiltration into the
there were several incidences of flooding at the intersection of NE 4th St
native soil. Newly treated and infiltrated stormwater will recharge the groundwater
and Monroe Ave NE. As the property owner of the Upper Balch Pit, Segale
table, and feed the Cedar River approximately 3,800 feet southwest of the Upper
Properties, LLC, is in the process of filling the pit for future development
Balch Pit site.
of multifamily residential lots, termination of the easement that allows
for the City's existing stormwater overflow system is expected by 2023.
Therefore, the City must construct a new drainage outlet for the
subbasin.
SE 162"d Street to
Cascade Park drains north through a neighborhood via an old concrete A study is proposed to determine the primary cause of the problem, evaluate
Cedar River Pipeline
pipe and open channels. The runoff eventually reaches the Cedar River alternative solutions and develop a design of the preferred solution. The proposed
(Cascade Park)
Pipeline ROW, via an old steel pipe, and is routed under the Tiffany Park solution should include an HPA due to work within potential wetlands and ditches.
(Tiffany Park Culvert)
area. The existing pipe system surcharges during moderate events
flooding Cascade Park. House #12512 located at SE 164t" PI. also
experiences flooding from backwatering from the Cascade Park storm
system. Based on a cursory site visit, it appears that sediment buildup in
the open channel section between SE 160t" Street and the Cedar River
Pipeline ROW as well as storm pipe grade issues downstream maybe
contributing to the backwater conditions and consequential flooding in
the park and neighborhood to the south.
Estimated Cost
(2020)
$14,966,000
(Funds to be
provided by the
King County
Flood Control
Zone District)
$6,350,000
$350,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-19
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-4D:
FLOODING PROBLEMS: CEDAR RIVER BASIN
GIS
Estimated Cost
ID # Project Name
Approximate Location
Problem Description
Conceptual Solution
(2020)
121 Lower Maplewood
Lower Maplewood
Flooding of homes and property in the plat of Maplewood Glen during
Lower Maplewood Conveyance Improvements — Ditch, culvert, and storm drain
$557,000
Conveyance
Creek (Behind
extreme rain events. Existing culverts may be undersized and pipe
system improvements from the Maplewood plat to the discharge at the Cedar River is
Improvements
Maplewood Glen,
conveyance capacity to the Cedar River may be inadequate. Erosion and
needed.
north of Maple Valley
sediment deposited into the ditch is also an issue during high flow events
Highway)
downstream of the Sunnydale Outfall structure.
146 NE 4th Street Crossing
NE 4th Street Culvert
Concerns with capacity of several culverts under NE 4th Street between
A preliminary study to identify extent of storm drainage pipe upgrades and
$336,000
at Maplewood Creek
Crossings (at Union
Union and Duvall due to increasing upstream development. Upstream
anticipated crossing improvements is needed.
Study
Avenue NE, East of
developments north of NE 4th Street floods private properties during
Duvall, 5400 Block of
significant storm events. Downstream storm systems need to be
NE 4th Street) —
analyzed along NE 4th between Union and Duvall, near Union, east of
(Headwaters of
Duvall, at the 5400 Block of NE 4th Street and at 5400 NE 3rd Place. These
Maplewood Creek)
locations have had flooding in the past.
151
East Fork Maplewood Along NE 2nd and Flooding of yards and homes that could impact septic systems due to an
Creek at NE 2nd Street between 10th Place SE inadequate localized storm drainage system. The culvert under NE 2nd
and 142nd Avenue SE Place appears to be undersized, which causes flooding along the ditch
that runs along the east side of 142nd Avenue SE.
156 Maplewood Creek Maplewood Creek Erosion occurs in the Maplewood Creek ravine where three outfalls
Basin Improvements Basin Improvements discharge near the top of the ravine and into Maplewood Creek to cause
(From Heather Downs erosion on the slope and eventual sediment deposition into the
to the Maplewood Maplewood Sediment Basin Facility. City surface water staff investigated
Sediment Basin) the pipe outfalls in February of 2012 and discovered that there was
significant undercutting of the slope beneath the outfalls resulting in
broken and separated sections of pipe.
SE 136th Street & Washout is evident at a pipe outfall. Pipe length may be lacking as well as
138th Avenue SE an energy dissipater.
East Fork Maplewood Creek — Preliminary Study, Design and Construction — Culvert
replacement at NE 2nd Place and clearing the existing channel of overgrown
vegetation and debris.
Maplewood Creek Basin Storm System Improvements to improve outfalls and erosion
problems to Maplewood Creek. This project is identified in the Cedar River Basin Plan
to solve existing and future surface water management problems (flooding, water
quality, and habitat). The project will help reduce and solve existing sediment
problems and future flooding and erosion issues, as well as improve water quality
and habitat in the Cedar River Basin. The project includes improving the storm
systems that conveys Maplewood Creek drainage across roadways, and storm system
outfalls that discharge near the top of the ravine and cause erosion in the
Maplewood Creek ravine. This will also reduce sediment input into Maplewood
Creek and the Maplewood Creek Sedimentation Basin, and may reduce the
maintenance frequency of the basin. Specific improvements to the outfalls include
replacing the three outfalls from the manholes in Chelan Ave SE and SE 4th PI to the
bottom of the slope with energy dissipater structures at their outlets. So far two
outfalls were replaced in 2016, and one outfall remains. The remaining outfall is
located in private property which makes the project more challenging, The City
attempted to engage King County on this project due to the outfalls discharging into
their jurisdiction.
Extend pipe to bottom of slope and build a rock outfall to prevent further erosion of
materials from being transported downstream. City maintenance crews will replace
the in -street CBs and pipe system at the corner.
$421,000
$1,030,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-20
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name Approximate Location
TABLE 6-4D:
FLOODING PROBLEMS: CEDAR RIVER BASIN
Problem Description
302 Madsen Creek Madsen Creek The Madsen Creek Sediment Basin located south of the Maple Valley
(and Sedimentation Basin (upstream of Renton- highway requires yearly sediment removal.
187) Cleaning Maple Valley Road)
187 Madsen Creek Lower Madsen Creek
In 2008, the New Life Church and Aquabarn was annexed into the City of
(and Improvement Project Reach (Madsen Creek
Renton and included the responsibility of maintaining the Madsen Creek
302) Sedimentation Basin
Sedimentation Basin. Subsequently in 2011, an agreement between King
to the Cedar River)
County and the City transferred maintenance of the Madsen Creek
facilities, within City of Renton limits, to the City. The agreement requires
constant maintenance of the facilities, else there is a high potential for
flooding. The existing site deficiencies include: inadequate pond design,
loss of fish spawning and habitat due to silt accumulation in the low flow
channel and culverts, sediment buildup within the high flow bypass
channel causing flood waters to overtop the banks and inundate the low
flow channel, and loss of a defined channel through the Ron Regis Park
wetland area to the Cedar River. Flooding complaints within King County
properties have been reported; specifically properties located on the east
side of 149th Ave SE and just north of Maple Valley Highway. The flooding
has been a result of channel capacity loss due to: sediment buildup,
shallow slopes, beaver damming within the Ron Regis Park wetland area,
a loss of a defined channel due to rerouting of the Cedar River from the
Nisqually earthquake landslide, an increase in flow from upstream
development, and inadequate drainage along 149th Avenue.The Madsen
Creek high flow bypass channel will require periodic dredging and
vegetative maintenance put in place, and the low flow channel from 149th
Avenue SE to the Cedar River will need to be reestablished and made
sustainable. The channel through Ron Regis Park was originally
constructed in 1989 with higher capacity than existing. The 1989 channel
design was not sustainable and perpetuated sediment deposition. The
existing Ron Regis channel has one-fourth of the 1989 channel capacity.
303 Maplewood Creek Maplewood Creek The Maplewood Creek Sedimentation Facility is located behind the
Sediment Facility Sedimentation Maplewood Golf Course and traps sediment that is transported
Maintenance Facility Maintenance downstream via upper Maplewood Creek. This pond facility prevents
sediment from being deposited on the golf course or downstream
channel during larger storm events and reduces flooding of the golf
course and SR-169. Frequent cleanout of the sedimentation pond is
needed to maintain the facility.
Conceptual Solution
Part of the solution also includes annual maintenance to remove sediment. Removal
of sediment buildup is needed in the creek and culvert to prevent flooding in King
County properties. Every one -to -two years several truckloads of sediment need to be
removed to prevent flooding upstream of the culvert. The City's current nationwide
permit (NWP) allows for the maintenance of the basin till 2023.
A consultant, Watershed Science & Engineering (WSE), was hired to investigate the
cause of flooding through a hydrologic and hydraulic analysis of the lower Madsen
Creek network. The consultant identified multiple feasible improvements, both short
term and long term, to help prevent flooding along the reach and adjacent
properties. The investigation, design, and construction are funded by the King County
Flood Control Zone District grants. The improvements are summarized as follows:
Short term solutions: Raising the banks of a portion of the upper high flow bypass
channel to prevent specific floods from overtopping the banks and inundating to the
low flow channel; constructing a berm along the left bank of the low flow channel to
the south of SR 169 (Renton -Maple Valley Hwy) to provide further flood protection to
the adjacent properties to the south; Improve and raise the existing ecoblock wall
between SR 169 and 149th Avenue SE to provide further flood protection for the
properties to the north along 149th Avenue SE; and restoring and maintaining the
high flow bypass channel through periodic dredging and vegetation removal to
maintain capacity. These improvements are currently under design and construction
is proposed to start in fall 2020.
Long term solutions: The Madsen Creek channel through Ron Regis Park will need to
be redefined to maintain sustainability and connectivity from the 149th Avenue SE
culvert to the Cedar River. Potential solutions are currently being analyzed by the
consultant, WSE. Improvements along this reach would be within regulated shoreline,
floodway, floodplain, wetlands, and a Type F stream. This would require extensive
permitting and comprehensive coordination with local, state, private, and federal
agencies including: WDFW, Muckleshoot Indian Tribe, and USACE.
Estimated Cost
(2020)
$926,000
(Annual
Maintenance
Cost = $75,000 to
$84,000)
$1,221,000
The funding is programmed for project management, permitting and construction to
$1,233,000
routinely remove the accumulated sediment from the facility. The facility was
(Annual
constructed in 1996 in conjunction with a fish passage channel across the Maplewood
Maintenance
Golf Course to the Cedar River. The accumulated sediment in the facility needs to be
Cost = $95,000 to
removed once every 2-3 years, depending upon flood events and how fast sediment
$100,000)
accumulates in the facility. The City plans to obtain 5 year HPA and Army Corps
Nationwide Permits to address maintenance activities needed for these annual
projects and plan out projects for future major maintenance.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
6-21
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name Approximate Location
299 Downtown Storm
System
Improvements
TABLE 6-4D:
FLOODING PROBLEMS: CEDAR RIVER BASIN
Problem Description
Along S 2nd Street, S This area is currently serviced by undersized and aging stormwater pipes
3d Street and their that cannot support the re -development and new development in the
cross streets between Downtown core.
Rainier Ave S and
Mills Ave S.
GIS
ID # Project Name Approximate Location
Conceptual Solution
These utility improvements are needed to support re -development and new
development in the Downtown core and will provide better service for existing and
future development. These projects are the first steps to support coordinated efforts
by the City to improve intersections, add signals, and convert S 2nd St and S 3rd St to
two-way operations, as guided by the Civic Core Vision and Action Plan. Construction
of these utility improvements is expected to start in 2021 and continue through
spring 2023.
TABLE 6-4E:
FLOODING PROBLEMS: BLACK RIVER BASIN
Problem Description
Conceptual Solution
Estimated Cost
(2020)
$6,917,000
Estimated Cost
(2020)
211 Hardie Avenue S SW 7th Street from
Lack of capacity in storm drain system on SW 7th Street results in
The proposed solution includes a new 72--inch-84-inch diameter parallel pipe from
(and Underpass and SW 7th Lind Ave. SW to
surcharging and subsequent flooding of tributary systems upstream
Lind Ave SW to Naches Ave SW and a new 72-inch pipe between Hardie Avenue SW
215) Storm System Naches Avenue SW
including flooding of the Hardie Ave. underpass.
and SW 7th Street. A new outfall will be constructed between Naches Ave SW and the
Improvements
Black River forebay. The project will be constructed in three phases. Phase I will
install a new pipe in SW 7th Street between Naches Ave SW and Powell Ave SW.
$1,735,000
Phase II will continue east from Powell Ave SW and terminate at Lind Ave SW. Phase
III will construct a new pipe between Hardie Ave. and SW 7th Street. The SW 7th
Street Stormwater Retrofit Project includes installation of approximately 38 Filterra
treatment units.
213 SW 4th Place and SW 4th Place and
A combination of inadequate drainage system in this area and excessive
A drainage system analysis is needed to determine the cause of the problem and
Maple Avenue SW Maple Avenue SW
flows has resulted in flooding of a home. The drainage system upstream
recommend a solution. A potential tight -lined collection system may be needed with
Drainage Analysis
has excessive runoff during large storm events. Upstream properties are
connection to the Maple Avenue SW drainage system. The cost estimate includes
$395,000
a mix of street runoff and private properties without a defined pipe
both the study and construction.
conveyance system. There is potential that some SW Sunset Boulevard
runoff may be draining towards this problem area.
217 Rainier Pump Station Rainier Avenue South
Flooding at the low elevation on Rainier Avenue S below the railroad
The City has planned a two phased project approach to this problem. Phase 1(which
Upgrades. -just south of BNSF
trestle underpass causes access problems into the pump station. The
has been completed): Temporarily refurbish the existing Chicago pumps to ensure
Railroad Trestle
existing Chicago vertical shaft drive pumps (2x) were last refurbished in
system does not fail during a larger storm event; Phase 2: The complete system
1992 and 2010. The existing wet well vault is very small and causes
should be modified to include; better access for maintenance parking; modify the
Completed
constant'on/off' cycling of the pumps. Access lift hatches for the station
vault underneath the station by increasing Rainier street drainage pipe sizes by
(Phase 1)
top are difficult to use during flooding conditions and require two people
potentially using a larger pipe size to store runoff in street as well as the vault storage
to operate safely. The pump station is difficult to access when flooded
if possible; provide generator upgrade and means for a generator to be hauled into
$700,000
and a generator needs to be carried into the station. The biggest
the station or lowered from above to reduce electrocution hazard; deepen vault
(Phase 2)
problem is the vault is neither deep enough nor large enough to
bottom to better utilize the pumps and reduce cavitation; and, improve ceiling access
accommodate the pumps.
hatches and revise wet well setup to accommodate more storage and reduce pump
startup/stop cycling.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-22
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name Approximate Location
231 North Talbot Hill
Drainage
Improvements
TABLE 6-4E:
FLOODING PROBLEMS: BLACK RIVER BASIN
Problem Description
North Talbot Hill Erosion of private property occurs in this vicinity with no defined outfall
Drainage System (Lake This problem area receives runoff from Lake Avenue S, Davis Avenue S
Avenue S, S 19th and Shattuck Avenue S. Shattuck Avenue South street and upstream
Street, Davis Avenue S runoff discharges onto private properties.
and Shattuck Avenue
S.)
234 Puget Drive South and Puget Drive South and
Benson Road Outfalls Benson Road: Various
Study
Outfalls
This problem includes overland discharges from the top of slope along
Puget Drive South. This system handles runoff with very high energies
discharging into a very steep ditch system with a downstream culvert that
crosses the intersection of Benson Road South and Puget Drive South.
There is a system of five Puget Drive South road discharges onto overland
surfaces that cause erosion and other problems to be transported
downstream towards the Talbot Road South and Puget Drive South
intersection culvert. The receiving culvert at Talbot and Puget Drive is a
major concern due to high potential for sediment and other debris
clogging that could eventually undermine the roadway and/or cause
flooding at the intersection.
Conceptual Solution
Further study of this problem is needed to define a proposed solution. The study,
including hydrologic and hydraulic analysis is needed to perform future land use
conditions to characterize the problems and develop appropriate improvement
recommendations. This cost estimate includes the study and a planning level
construction cost assumes upsizing and adding new storm drains along Davis Avenue
S and Lake Avenue S. with a main truck system originating from Shattuck. A steep
slope discharge outfall is needed to reduce erosion westward down the steep slope.
A potential solution is to work with WSDOT to address outfall impacts as well as
coordinating with their future 1-167 plans.
A study needs to be developed to evaluate problems and solutions at this location.
Some considerations are to redesign the culvert across Benson Road South to address
runoff from Puget Drive South and Benson Road south; the system needs to be
upgraded with headwalls and its pipe conveyance capacity checked; and, the project
should evaluate the five outfalls to the bottom of swale and provide energy
dissipation structures.
Estimated Cost
(2020)
$1, 210, 000
$198, 000
237 Talbot Road Culvert
Talbot Road between
A 48-inch CMP culvert under Talbot Road is failing as a result of corroded
Replacement of this damaged culvert is proposed. Preliminary engineering and $527,000
Improvements
Grady Way and 1-405
bottom. The culvert is located on the southwest corner of Sam's Club
analysis will be needed to evaluate alternative culvert replacement designs. Because
near southwest
and conveys Thunder Hills Creek under the road before discharging into a
a portion of culvert is located in WSDOT limited access, City and WSDOT will need to
corner of Sam's Club
pipe system located in the parking lot of the Triton Tower complex.
work together to design, permit and construct the project. Depending on WDFW
From the parking lot, Thunder Hills Creek continues in a pipe system in S.
permit requirements, culvert may need to be fish passable.
Renton Village Place prior to discharging into Rolling Hills Creek adjacent
to 1-405.
240 Puget Drive SE at
Puget Drive SE
A culvert crossing at Puget Drive SE (low elevation of roadway) that
The proposed solution is to replace the existing aged culvert system. Easements need $388,000
Rolling Hills Avenue
(between SE 19t" St.
collects runoff via ditches is at full capacity.
to be acquired. Currently the runoff drains thru private properties. Also, the
Culvert Crossing
and Jones PL SE)
downstream system needs to be analyzed to fully understand the problem.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-23
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
Approximate Location
TABLE 6-4E:
FLOODING PROBLEMS: BLACK RIVER BASIN
Problem Description
245 SW 23rd Street SW 23rd Street Panther Creek flows into the SW 23rd St channel prior to connecting into
Drainage and Fish between SR-167 and Springbrook Creek. The outlet elevation of two 48-inch CMP at East
Passage Springbrook Creek Valley Road culverts were set 4 feet below the grade of the Panther Creek
Improvements channel creating a submerged condition which impairs fish passage and
creates undesirable hydraulic conditions. Additionally, two - 9' by 14'
CMP arch culverts that convey the Panther Creek channel across Lind Ave
SW are reaching the end of their useful life and are set below grade. Also
of concern is the increase in vegetation in the 23rd St channel between
Lind Ave and East Valley Road which has reduced its hydraulic capacity. It
is likely that channel improvements are needed along with culvert
replacements to ensure adequate hydraulic connectivity along Panther
Creek from SR-167 to Springbrook Creek.
Furthermore, WSDOT approached the City in 2020 with a proposal to
connect Rolling Hills Creek to the Panther Creek channel at SW 23rd St, to
meet their fish passage injunction obligation by 2030. WSDOT had
connected Rolling Hills Creek to the SW 191h St storm system which is not
fish passable. Connecting Rolling Hills Creek into the SW 23rd St channel
would require further upsizing of the culverts and further channel
improvements.
251 Springbrook Creek Old Springbrook Creek A private old bridge (not used as a bridge any more) north of SW 27th
Bridge Removal at SW North of SW 27th Street on Springbrook Creek creates backwater condition that results in
27th Street Street higher creek water surface elevations that contribute to upstream
flooding (e.g., at SW 43rd Street).
256 East Valley Road
East Valley Road
Localized areas of flooding along East Valley Road between approximately
Storm System
Between SW 30th
SW 30th Street and SW 23rd Street resulting from insufficient capacity in
Improvements
Street and SW 23rd
the existing storm system during large rainfall events.
Street
263 Shattuck Avenue
Shattuck Avenue S
Drainage facilities in Shattuck Avenue are lacking or insufficient. Sub -
South and S 37th
and S 37th Street
surface seepage is causing deterioration of road pavement and sidewalks.
Street Outfall
Outfall (Runoff from
The problem is related to increased flows from upstream development
Talbot Road S.)
and erosion of the steep slopes due to lack of defined outfall westward.
Conceptual Solution
The proposed solution is to replace the culverts at East Valley Road and Lind Ave SW
with new fish passable culverts. The new culverts will probably be single cell three
sided box culverts lined with spawning gravel. Channel improvements would consist
of excavating the channel bottom and widening the cross section. Such improvements
may be comparable to those identified in the P9 channel report. Since these
improvements are also beneficial to WSDOT due to their obligation to provide fish
passage from Springbrook Creek to Rolling Hills Creek, the Surface Water Utility will
evaluate the possibility of partnering with WSDOT. Connecting Rolling Hills Creek to
the SW 23rd St channel would require breaching a berm that separates Rolling Hills
Creek from the Panther Creek Wetland, relocation of a City water line, and resolution
of multiple utility conflicts. Improvements to the SW 23rd St channel would also need
to accommodate flows from Rolling Hills Creek, and that may have a significant effect
on the scope and size of these improvements.
The proposed solution is to remove the bridge and replant the stream channel side
slopes.
The project includes replacing 3400 LF of existing storm system along the East Valley
Road between approximately SW 30th St. and SW 23rd St. with a new 60/54-inch
storm system. The new storm system will discharge into the SW 23rd St. culvert on E.
Valley Road, which discharges to Springbrook Creek. WSDOT is responsible for partial
or all funding due to mitigation for the P9 channel as was documented in the P9
Report.
The proposed solution includes conveyance improvements that are coordinated with
a future street repair project (10+ years per the existing City TIP) and include
anchoring the outfall, installation of new storm drain piping, new outfall, and
ensuring all future flows to this system can be adequately managed. In addition, a
trunk collection system is proposed to collect surface runoff that is draining onto
private properties to the west via Talbot Road South.
Estimated Cost
(2020)
$1,780,000
$105,000
$550,000
$101,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
6-24
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name Approximate Location
TABLE 6-4E:
FLOODING PROBLEMS: BLACK RIVER BASIN
Problem Description
Conceptual Solution
Estimated Cost
(2020)
265 Talbot Road South Talbot Road South (at
Drainage Study S. 37th Street and
Talbot Creek Drive
South)
Parallel to Talbot Road South is an existing steep slope drainage system
that has capacity issues at the Talbot Road South culvert entrance, South
38th Street, and along the length of the channel along Talbot Road South
due to erosion. Also runoff from the top of slope (via Talbot Road South)
at Talbot Crest Drive South, South 37th Street, and north of S. 177th St.
drains to this location and may cause additional erosion at the downhill
portion of the slope.
Talbot Road South Master Drainage Plan: Outfalls and pipe systems along this
problem area need to be upgraded with outfall piping, outfall energy dissipation
structures, and culvert upgrades at the Talbot Road S. and north of S. 177th St. area.
Other outfalls south of the Talbot Road South & north of S. 177th St. area may need
to be included as part of the Talbot Road South Master Drainage Plan to identify all
problems.
$198,000
269 Talbot Road South @ Talbot Road S.
Between Carr Road and Talbot Road South, there is a series of culverts
Culverts and outfalls need to be inventoried, replaced with new outfalls to reduce
$790,000
Panther Creek Outfall (Panther Creek
that drain onto the top of the Panther Creek steep slopes and causes
runoff impacts/erosion downstream. Culvert and pipe system capacities need to be
Culverts)
erosion and debris to be transported downhill.
analyzed. The Panther Creek Watershed Plan should assist with this project with
recommendations, hydrology/hydraulics, additional problem descriptions, etc.
271 Springbrook Creek Adjacent to
This project consisted of developing a plan, creating, restoring, and
This project was constructed in 2007-2008, but has require a 10-year monitoring
$922,000
Wetland and Habitat Springbrook Creek
enhancing wetlands in partnership with WSDOT, on approximately 130
period to verify whether performance standards have been met to allow for the
(Total for 6-year
Mitigation Bank south of SW 341h
total acres in the valley adjacent to Springbrook Creek. The project
release of wetland mitigation credits that can be used by the City and WSDOT. Once
CIP)
Street
allows an alternative to on -site mitigation for private and public projects
all performance standards are met, a total of 45.12 mitigation credits are expected to
(City or WSDOT) with wetland impacts that require mitigation per City
be available and shared equally between the City and WSDOT. One credit
Code to achieve a no -net loss of wetland functions and values. The
compensates for one acre of Category II wetland. All credits have been released from
project also improves flood storage capacity along Springbrook Creek,
Units A, B, D, and E. All credits are anticipated to be released from Unit C by the end
improves water quality, fish and wildlife habitat, and provides economic
of 2020. Following the 10-year monitoring period and release of all credits, the Bank
benefits by allowing private development to fill low quality wetlands on
will enter its Long-term Management Phase. Long-term management will include
their property in exchange for purchasing credits from the Wetland Bank.
annual inspections, monitoring of hydrologic conditions and targeted wooded
These credits would cost developers less when compared with on -site
species, weed control, trash removal, and repair of signage and structures due to
mitigation, allowing private properties to develop more area, create
vandalism and natural wear. The City is in the process of determining credit value and
higher valued developments, increase property values, and create more
what type of projects (i.e. commercial, residential, etc.) would be eligible to use the
jobs, thereby increasing the City's general fund revenues. The funding is
credits. Sale of credits will be used to establish an interest -bearing account to fund
for the City's share to manage the Bank as defined in the Wetland
long-term management indefinitely.
Mitigation Bank Agreements.
275 Oakesdale Avenue / Oakesdale Avenue SW Flooding of roadway and adjacent properties due to insufficient culvert Oakesdale Avenue Culvert Improvements —This is a project identified in the adopted $1,710,000
SW 415Y Street Culvert and SW 415t Street capacity at the Oakesdale Business Park, located immediately upstream East Side Green River Watershed Plan and the East Side Green River Watershed
Replacement of the SW 41st Street culvert. Technical Memorandum-2007. The project will solve existing and future flooding
problems, improve water quality and fish habitat. The project includes installing a
new 30-ft wide by 8.5-ft high box culvert. The project will increase capacity and
prevent flooding of Oakesdale at the crossing and it will improve fish passage. A King
County Metro sewer underneath Oakesdale Ave presents a challenge to increasing
the size of the culvert.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-25
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID #
Project Name
279
SW 43rd Street/Lind
Ave SW Storm System
and
Improvements
281
282
S 178th Street
Drainage Connection
Approximate Location
SW 43rd Street and
Lind Ave
S 178th Street storm
drain system north of
S Carr Road
TABLE 6-4E:
FLOODING PROBLEMS: BLACK RIVER BASIN
Problem Description
Ponding of the intersection and portions of SW 43rd Street and Lind
Avenue at high flow events caused by backwater created by the
undersized downstream system that extends west from SW 43rd Street
towards Springbrook Creek, and possibly made worse due to overflows
from Upper Springbrook Creek that get into the SW 43rd system near
Lind Avenue. Flooding along SW 391h St. occurs during larger storm
events that prevent access into business parking lots.
The existing system is not functioning or has failed. Runoff from South
178th Street drains to the south of the cul-de-sac and discharges into the
failed pipe or flows overland. Eventually the private storm system to the
south receives the runoff and drains toward the Talbot Road South storm
system that ultimately discharges to Panther Creek.
285 SE 190th Street
SE 190th Street (near
Flooding and backwater occurs along an 82-foot dispersal trench and
Drainage
103rd Place SE)
pond system in this area. Backwater is occurring in the system upstream
Improvement
of this facility and overflows onto the street system.
287 S. 55th Street and
S. 55th Street and
Runoff from S. 55th Street enters roadside ditch and flows downhill where
Talbot Rd. S. Drainage
Talbot Rd. S.
it makes a sharp bend to the south along Talbot Rd. S. While making the
Improvement Project
turn, the flow overtops the ditch and floods the roadway.
998 Wells Ave S Drainage
Mid block of Wells
The 8-inch concrete stormwater main with Facility ID No. 106222 outfall
Improvement Project
Ave S between Houser
could not be located and appears to be plugged. Also, the type II catch
Way S and S 4th St
basin with Facility ID 113701 that outlets to the type II catch basin with
Facility ID 113700 has had the outlet pipe mudded over in structure
113700 blocking any flow from the north. Also, the concrete stormwater
conveyance pipes are in poor condition.
299 Downtown Storm
Along S 2d Street, S
This area is currently serviced by undersized and aging stormwater pipes
System Improvements
3rd Street and their
that cannot support the re -development and new development in the
cross streets between
Downtown core.
Rainier Ave S and
Mills Ave S.
Conceptual Solution
Estimated Cost
(2020)
SW 43rd Street System Improvements include proposed installation of 60-inch $4,000,000
parallel pipe system between the intersection of Lind Ave./SW 43rd St. and
Springbrook Creek. More specifically, the project includes constructing
approximately 3,400 feet of a new, parallel 60-inch diameter storm system along Lind
Ave. SW, from SW 43rd St. to SW 39th St., and then along SW 39th St. from Lind Ave.
SW to a new outfall into Springbrook Creek.
If the pipe has not been crushed, utilize either slip lining or pipe bursting to remedy
the problem in order to minimize business disruptions. Easements should be
obtained as part of the project if no easements exist. TV inspection is highly
recommended prior to developing construction plans.
A drainage system analysis is needed to determine cause of problem and recommend
a solution at SE 190th Street and 104th Place SE. The solution may include upsizing the
system to handle increased storm -water conveyance capacities.
Replace ditch with a new storm drain system along S. 55th Street and Talbot Rd. South
to convey ditch flow around south east corner of intersection.
$362,000
$108,000
$120,000
Replace the storm drain system along Wells Ave S from Houser Way S to S 4th St. $300,000
These utility improvements are needed to support re -development and new
development in the Downtown core and will provide better service for existing and
future development. These projects are the first steps to support coordinated efforts
by the City to improve intersections, add signals, and convert S 2"d St and S 3rd St to
two-way operations, as guided by the Civic Core Vision and Action Plan. Construction
of these utility improvements is expected to start in 2021 and continue through
spring 2023.
See project cost
in Table 6-31).
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-26
CAPITAL IMPROVEMENT PROJECT NEEDS
185
SE 172n1 St & 125"
Ave SE Green
Stormwater
Infrastructure Design
Project
Half a block of
122nd Ave SE,
123rd Ave SE,
1241" Ave SE
and 1251" Ave
SE, north of SE
172nd St, and
two blocks of SE
172nd St.
TABLE 6-4F:
FLOODING PROBLEMS: SOOS CREEK BASIN
Surface water overtops the centerline of the road in a low area due to
backwater condition of outfall to wetland which may also contribute to
flooding of House at 12215 SE 172n1 Street and House at 17003 125t" Ave
SE. Insufficient conveyance capacity of existing drainage systems along
125t" Ave SE. and SE 172nd St. may also be contributing to localized
flooding.
In order to improve existing conveyance capacities and mitigate for flooding concerns $3,476,000
due to large drainage areas flowing through aging stormwater pipes crossing private
parcels, the existing stormwater systems in the north -south streets (122nd Ave SE,
123rd Ave SE, 1241" Ave SE, 1251" Ave SE) that flow easterly toward 1251" Ave SE will be
disconnected from the system and plugged at the upstream end. The existing
upstream flows from outside the project limits are rerouted and conveyed southerly
along the north -south streets through proposed 18-inch bypass systems, that connect
to a new 18-inch bypass system, which flows easterly, along SE 172nd St. These flows
from the large upstream areas bypass the proposed water quality treatment systems.
Additionally, permeable pavement is used throughout the project for the proposed
sidewalks to provide mitigation and infiltration of stormwater runoff.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-27
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-4G:
FLOODING PROBLEMS: CITYWIDE SMALL DRAINAGE PROBLEM PROJECTS
GIS
ID # Project Name Approximate Location Problem Description Conceptual Solution
Various Miscellaneous and
Locations Emergency Storm
Projects
238 16501 Benson Rd
S
268 Talbot Rd S and S
341h PI Stormline
Repair Project
555 Sunset Blvd
N/Aberdeen Ave
NE/NE 10th St.
Storm Repair
Project
999 SE 182nd St Storm
System
Estimated Cost
(2020)
Various emergency storm duties are completed within this program task including $527,000
flooding response work during the wet season, spills, etc. (Total 6-Year CIP)
16501 Benson Rd S Customer complaint about street runoff from Benson Rd S flowing down Install new catch basins and storm pipe to intercept road runoff.
driveway onto private property. Condition has existing for very long time.
Nothing has changed to increase runoff. Low priority at this point.
$66,000
3400 block of Talbot A existing storm line that conveys runoff from the Cherie Lane subdivision Replace with new storm line and construct an access road. $204,000
Rd. S. to Talbot Rd. S. has root problems and poor access for maintenance.
Sunset Blvd NE and A majority of storm system along Aberdeen Ave NE and NE 10th St Solutions includes replacing the existing clay and CMP pipe as well as designing a new $198,000
NE 10th St consists of aging clay and CMP pipe and brick manholes. A portion of the system to bypass flows around the failing storm pipe under homes.
intersection with NE storm system runs under homes and is in poor condition with no access
10th St. for maintenance.
From 1141h Ave SE to The City's storm system that collects runoff at the intersection of SE 182nd
112th Ave SE Stand 114th Ave SE outfalls to a ditch at 18223 114th Ave SE. The ditch has
been historically difficult to maintain and gradually lost capacity over
time. This has led to multiple incidences of overtopping and flooding
along the said property. During the major storm event of December 2019,
the property owner reported flooding in his basement and filed a claim
against the City.
Construct a new storm system along SE 182nd St from 114th Ave SE to 112th Ave SE.
Redirect drainage along 114th Ave SE from the existing outfall at 18223 114th Ave SE
to the City's drainage system along SE 182n1 St.
$300,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-28
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
TABLE 6-5:
WATER QUALITY RETROFIT: EAST LAKE WASHINGTON, BLACK RIVER, CEDAR RIVER AND MAY CREEK BASINS
Problem Description
Conceptual Solution
Estimated Cost
(2020)
W800 Burnett Ave S and
The Burnett Avenue S and Williams Avenue S drainage area consists of approximately 14-acres of
A water quality (WQ) grant was obtained through the Department of Ecology for
Design
Williams Ave S Water
mixed urbanized land use with an estimated 90% impervious area. The system directly discharges
evaluating and designing the runoff treatment best management practice (BMP)
DOE WQ Grant:
Quality Retrofit
into the Cedar River with no water quality treatment. The Cedar River at this location is listed in
options for the project area. The City of Renton Downtown Utility Improvement
$370,000
Project
the Department of Ecology 303(d) impaired water bodies as a Category 5 for pH, temperature, and
Project Conceptual Design Report identified several deficiencies within the Burnett
DOE Share:
dissolved oxygen (DO) and a Category 2 for mercury. The area also completely lies within the City
and Williams storm water system and feasible solutions. The Conceptual Design
$277,500
of Renton's Wellhead Protection Area Zone 1 for one-year capture. The existing storm water
Report stipulated multiple alternatives requiring the trunk lines within Burnett and
COR Share:
system also requires upsizing; as the 8-inch storm water trunk lines running north and south
Williams be through the outfall at the Cedar River. The existing 8-inch pipes and 12-
$92,500
through Burnett Avenue S and Williams Avenue S, just north of 2"d Street, are shown to have
inch pipe would be upsized to a minimum of 18-inch and potentially up to 36-inch
issues conveying the 10-year storm. A storm in May of 2017 caused the 8-inch main trunk line to
pipe This is also supported in a separate study prepared by the apartment complex
Construction
become surcharged and flood a residential apartment complex along Burnett Avenue S. The finish
development company; where a hydrologic and hydraulic assessment was completed
$2,000,000
floor elevation of the apartment building is lower than the catch basin rim elevation within the
for the system to determine the cause of the May 2017 flood. The Burnett and
adjacent street (Burnett).
Williams Water Quality Retrofit Project is currently finalizing the grant agreement
with the DOE and will then initiate consultant requests for qualifications to design the
water quality treatment and upsizing the system.
W801 Heather Downs The project will convert the Heather Downs detention pond to a combined detention
Detention Pond pond/wetpond to provide water quality treatment. The stormwater runoff contains hydrocarbons,
Water Quality oils, and other pollutants from residential areas. This project will treat pollutants from a 29.8-acre
Retrofit tributary basin area and reduce water quality concerns in Maplewood Creek and Cedar River. The
Cedar River is on Ecology's 303(d) list for violations in water temperature, dissolved oxygen, and
pH standards.
W802 Stormwater Facility This project will improve water quality for flow control facilities in the Black River, Cedar River,
Retrofit Study May Creek, Johns Creek, Maplewood Creek, Panther Creek, Springbrook Creek, Big Soos Creek and
Rolling Hills Creek subbasins in the City of Renton, which drain to Lake Washington and the Green
River. The study will identify existing City of Renton owned flow control facilities and inform
decisions for future treatments. The most beneficial water quality improvement projects will be
identified, and conceptual designs and cost estimates will be developed.
The proposed project will convert the detention pond to a combined
$264,000
wetpond/detention pond. The new wetpond volume will be developed by excavating
($198,000 in
below the current pond bottom. A geotechnical investigation assessed the underlying
grant funds;
soils and based on the analysis a low permeable liner will be provided. One -cell and
$66,000 City
two -cell wetpond configurations were evaluated.
funds).
Project will be
completed by
12/31/2021
The study will provide a conceptual design for the three highest -priority potential
$250,000
future projects using Ecology's 2014 Stormwater Management Manual for Western
($187,500 in
Washington (or approved equivalent, as listed in Appendix 10 of the 2014 revision to
grant funds;
the Phase I Municipal NPDES Stormwater Permit). Runoff treatment facilities such as
$62,500, City
bioretention, combined detention and wetponds, and TAPE GUILD devices will be
funds).
evaluated. The treatment option(s) selected will be catered specifically to each
Project will be
retrofit location, dependent on existing site criteria (available space, pollutants of
completed by
concern, existing facility type, aquifer protection area, etc.).
12/31/2022
W803 Jefferson Ave NE This project was identified in the Sunset Area Surface Water Master Plan that was developed and This project will design flow reduction and stormwater quality treatment for $2,506,000
Green Connection approved as part of the Sunset Community Investment Strategy and Planned Action EIS to approximately 1,300 linear feet of roadway to include bioretention facilities, a storm (Partially funded
Project improve water quality in the surrounding area. This project supports the city's goals of economic conveyance system and permeable concrete sidewalks on Jefferson Avenue NE by an Ecology
development, public safety and quality of life. (between NE 16th Street and NE 12th Street) in the Sunset Area community along the Stormwater
existing roadway where most feasible. Financial
Assistance
Program grant of
$2,075,095
awarded in 2018)
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
6-29
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
129
214
TABLE 6-6:
HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS
Problem Description
West Fork of Madsen General habitat concerns and a culvert within the Fairwood golf course blocks fish passage.
Creek
Culvert removal at The project improvement involves removing an existing culvert that carries Rolling Hills Creek
Raymond Avenue between Springbrook Creek and Raymond Ave (along SW 19" St.) and restoring this section as an
(along SW 19t" open channel. The culvert crossing was previously used for access over the creek, but it is no
Street) longer needed. This improvement is habitat related only and not required to solve a flooding
problem.
L101 Port Quendall Site
Cleanup
(LW-S2-6)
Hazardous material on site.
Conceptual Solution
Fairwood Golf Course culvert replacement.
This project is described within the East Side Green River Plan that provides recommendations and
improvements to the Springbrook Creek system. The project is identified as element PS2-3 (Rolling Hills
Culvert) in the City's East Side Green River Watershed Project.
Clean up hazardous material on site.
C201 WRIA 8 — ID C201 Extensive areas of industrial land use exist in Reach 1 from the mouth to Logan Street bridge If redevelopment occurs in the area, the Army Corps of Engineers will need to be consulted on any
(CR-0-1.1-RB) (RM1). habitat restoration in this area. Alternatives include reducing channel confinement and increasing
riparian function including the use of LWD. The WRIA 8 projects list includes a conceptual project for
focus on knotweed control throughout the reach, as well as riparian restoration where possible,
especially along the right bank. Explore additional opportunities to reduce the effect of artificial nighttime
lighting beyond the mitigation requirements for the 2016 dredging project.
C202 WRIA 8 — ID C202
(CR-0-1.1-RB)
C203
Dredging of this reach is anticipated in the future. Plantings will need to consider flood control
requirements, airport safety issues, park and trail management and public access to the river.
Recreational uses need to be balanced with an assortment of other uses.
WRIA 8- ID C203 Reach 2 re -vegetation projects. Any planting in this area needs to consider park and trail
(CR-1.1-1.6-LB) management as well as access to the river. Limited riparian plantings are possible due to the
(CR-1.1-RB) Cedar River trail.
Revegetate right and left bank of Reach 1 where possible. Overhanging vegetation in this area of the river
that experiences inundation by the lake is beneficial. Plants will also need to be flood tolerant to flourish
in the future. Plant selection will also need to consider that the airport has a clear zone over the park
that affects type of vegetation that can be planted. The WRIA 8 projects list includes a conceptual project
for focus on knotweed control throughout the reach, as well as riparian restoration where possible,
especially along the right bank. Explore additional opportunities to reduce the effect of artificial nighttime
lighting beyond the mitigation requirements for the 2016 dredging project.
Re -vegetate riparian areas where possible in Reach 2 at Logan Street Bridge (RM 1) to 1-405 (RM 1.6).
Explore options to add native riparian vegetation on the left and right bank of the river. Remove invasive
vegetation and plant native riparian vegetation on left bank in areas where mature trees do not exist
between Houser Way N and Logan Ave N. Potential for large wood placement at tow of bank in selected
locations. Create a shallow alcove with LWD in the lawn area between the Renton Senior Center and the
existing river bank (right bank). Plant the lawn with riparian vegetation.
C204 WRIA 8- IDs C204 Cedar River Reach 2 and Reach 3 improvements that include exploring re -development options Explore redevelopment and restoration projects in Reach 2 and 3, particularly in areas of industrial use in
and restoration. Land use issues would exist for any restoration project proposed in this area. Reach 3 that are likely to be redeveloped in the near future. Reach 3, as defined in the WRIA 8 Plan, is
There exists a high number of landowners, so feasibility of restoration is diminished. within the City of Renton. The WRIA plan suggests that the City offers regulatory flexibility or other
incentives to encourage buffer and floodplain improvements during redevelopment. This is part of the
'explore re -development' option. Habitat improvement in the reach could be encouraged through
incentive programs such as offering density exchanges. Exploring the possibility of setting back levees
and riparian buffer restoration is a challenge in this area. The WRIA 8 project list includes a conceptual
project that seeks ways to improve riparian habitat on site such as purchasing easement for buffer,
removing bank hardening and restoring riparian buffer. There is a conceptual design for approximately
1,000 linear feet of bank enhancements developed, which includes regrading the bank to provide shallow
edge habitat, large wood installation, and riparian revegetation.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-30
CAPITAL IMPROVEMENT PROJECT NEEDS
GIS
ID # Project Name
TABLE 6-6:
HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS
Problem Description
Conceptual Solution
C205 WRIA 8 — ID C205 Existing cottonwoods near the library area are nearing the end of their lifespan and replanting Possibly underplant with conifer now and replant area when trees are removed in five to ten years.
options will need to be explored. Permits to remove and manage trees would be required. Where possible, protection and maintenance of
existing tree cover in this reach is highly recommended.
C206 WRIA 8- ID C206 Improve riparian habitat in area of industrial use. A bulkhead in this area is very large and removal Examples of these 'industrial' areas that could be restored include the areas adjacent to the old Stoneway
(CR-2.1-2.4-RB) is highly recommended. site and the Riviera Apartments. Remove invasive vegetation and restore riparian buffer adjacent to
Riviera Apartments. Explore opportunities to remove impervious surface area and bank hardening on site.
C207
C208
C209
C210
WRIA 8- ID C207 Bank sloughing along Cedar River in riparian corridor within areas of multifamily residential use in
Reach 3. Apartment complex in this area has extensive impervious surface area.
WRIA 8- ID C208 Maplewood neighborhood flood buyouts and floodplain restoration. Restoration of floodplain is
(CR-3.4-4.3-RB) needed in this area.
WRIA 8 — ID C209 The reach 3 area (between 1-405 RM 1 to SR169 Bridge RM 4.2) is well vegetated. However,
(CR-1.6-5.2-BB) noxious weed control, underplanting, and exploring diversity of plants is needed.
Explore opportunities to remove impervious surface areas and bank hardening, and restore riparian
buffer in areas of multifamily residential use in Reach 3. This includes areas like the multifamily
redevelopment of Riviera Apartments. Explore opportunities to purchase easements for buffer, removing
bank hardening and restoring riparian buffer. Bulkhead removal of a structure 16 feet high x 1,150 feet
along river is needed.
Partial buyout would be necessary to achieve high benefits. Explore opportunities to remove impervious
surface area and bank hardening on site, and restore riparian buffer. The WRIA 8 project list includes a
conceptual project that seeks ways to improve riparian habitat on site such as purchasing easement for
buffer, removing bank hardening and restoring riparian buffer. There is a conceptual design for
approximately 1,000 linear feet of bank enhancements developed, which includes regrading the bank to
provide shallow edge habitat, large wood installation, and riparian revegetation.
Buyouts of various homes affected by flooding during high river events. These include, but are not
limited to, the Lyon's home and two other neighboring parcels along the Cedar River affected by the
flooding in the Wasmita Park area.
Explore opportunities to restore riparian corridor by removing impervious surfaces and restoring riparian
buffers with vegetation. Explore options for bioengineering and softening bank hardening (See
recommendations for Maplewood Flood Hazard Reduction in Cedar River Basin Plan). The cost is high for
this reach due to buyouts. Benefits would depend on scale of effort but at a minimum would need to
reduce flood hazards. Buyouts alone do not usually provide significant fish benefits, but does allow for
future floodplain restoration. For the greatest benefit, flood buyouts should be pursued in concert with
comprehensive habitat restoration efforts.
Restore riparian areas in city owned parks upstream of 1-405 bridge, particularly the left bank.
WRIA 8 — ID C210 Protect the existing forested, riparian habitat in the City of Renton's parkland upstream of 1-405 Renton's three riverside parks (Liberty, Cedar River Park, and Narco property) are going through new
(CR-1.6-5.2-BB) bridge on the left bank. master planning process. Opportunities may exist to move some of the more active recreation uses of
these parks to the former Narco site and protect habitat with more passive recreational uses at the other
areas of the parks and restore existing riparian areas. A potential alternative for this region is to look at
lowering the river to provide recreational uses in order to protect upstream habitat.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-31
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-6:
HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS
GIS
ID # Project Name Problem Description Conceptual Solution
C211 WRIA 8 — ID C211 Restoration of side channel may be possible as part of the Cedar River Basin Plan. This is for the Channel restoration should be a flow through channel to reconnect to the river at the upper end for
(CR-4.6-4.9-RB) right bank of the river on the property owned by Maplewood Heights Homeowners Association juvenile Chinook benefit rather than a groundwater fed spawning channel that primarily benefits sockeye.
and the City of Renton across from the golf course and downstream of a landslide area. A UW study was done on this potential restoration project. Due to the landslide having changed the area
extensively, this location may no longer be a viable opportunity for side channel restoration. The
landslide area is a source of fine soils and lacks access so restoration may be difficult. Control invasive
plants and replant native vegetation and conifers in vicinity of side channel on the right bank on property
owned by Maplewood Heights Homeowners Association and City of Renton, across from golf course an
downstream of landslide. Benefits could be gained by the upstream end of the side channel being
reconnected; investigate whether to reconnect or allow the river to reconnect it on its own.
C212 WRIA 8- ID C212 Cedar River Reach 4 improvements needed to prevent future bank sloughing in the riparian
Reach 4 restoration includes considering conifer underplanting in forested riparian areas within the
corridor. A concern was raised that conifer underplantings may not be appropriate in riparian
reach, particularly in Ron Regis park, near a slide area. This project is on the WRIA 8 project list with a
areas along Cedar River. Historic conditions analysis indicates that forested riparian areas in lower
status of dormant.
Cedar River used to be deciduous. Other plant species or a mix of coniferous and deciduous
species may be more in keeping with historic conditions.
C213 WRIA 8 — ID C213 Protect habitat in Reach 4 between SR 169 Bridge (RM 4.2) and Upstream of Landslide (RM 4.7)
Protect existing riparian habitat, instream habitat conditions and extensive LWD in reach. Most of reach
is already in public ownership or protected by regulations (i.e. steep slopes).
C214 WRIA 8- ID C214 Protect habitat in Reach 4 and explore ways to reduce flooding and erosion in Ron Regis Park such
Reconnect and enhance small creek mouths as rearing areas. Opening up new spawning and rearing
(CR-4.9-5.2-LB) as adding LWD and exploring a levee setback concept. It is unclear how much further the river is
habitat is key to enhancing spatial distribution and diversity that leads to increased productivity. Studying
going to erode the bank and migrate into the Ron Regis Park in the landslide area. There may
options to protect habitat in Reach 4 and reduce flooding and erosion in Ron Regis Park is recommended.
eventually be a conflict with park uses in the future.
Explore using LWD and levee setback to prevent excessive erosion and flood damage to the public lands
associated with Ron Regis Park while protecting natural habitat forming processes in the reach. Explore
ways to restore habitat forming processes to the left bank adjacent to Ron Regis Park. Project elements
could include removing bank armoring and installing large wood. Restoration options should include
lower Madsen Creek. An alternative may be to let the river find its own equilibrium in the area.
C264 WRIA 8 — ID C264 Predator habitat is present here. Water quality and flows are a problem as well as siltation within
Enhance lower channel to reduce predator habitat, restore riparian vegetation, and protect water quality
(Enhance Mouth and the lower John's Creek.
from stormwater flows. Past studies have identified water quality issues, primarily from avian sources. In
Lower Johns Creek)
the future, WSDOT has Ecology approval for a direct discharge of stormwater into Johns Creek for the I-
(LW-S1-1)
405 expansion project. The I-405 project expansion should consider habitat issues related to water
quality, and enhancement aimed to reduce predator habitat. Recreational usage of the site is important
and needs to be considered when enhancement projects are proposed in this area.
C265 WRIA 8 — ID C265 Located in Gene Coulon Park, this area has seen juvenile Chinook at the mouth, but not in the
The mouth has a good delta with good gradient. Planting was done in the past by the City. Park and
(Enhance mouth of stream.
recreational usage for the City needs to be considered when habitat enhancement projects are proposed.
Kennydale Creek)
Removal of silt is recommended, and recruitment of gravels and sand is proposed. Protection of the
(LW-S2-1)
shallow water delta is needed as part of the restoration.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-32
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-6:
HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS
GIs
ID #
Project Name
Problem Description
Conceptual Solution
C266
WRIA 8 — ID C266
Shoreline restoration is needed on the Washington Department of Natural Resources Property.
Remove a portion of the flume along the lakeside, create a shallow water habitat, protect existing cove,
(South Lake
This project is called the South Lake Washington DNR Shoreline Restoration Project and is
and plant overhanging riparian vegetation along the shore. The Sam Chastain Trail is a project to connect
Washington DNR
proposed separately from the Sam Chastain Park Shoreline Restoration. Removal of a flume is also
the Cedar River trail to Gene Coulon Park. Mitigation with shoreline restoration should be done in
Shoreline Restoration
needed along the lakeside.
concert with the trail project.
Project)
C267
WRIA 8-ID C267
Reconnect and enhance small creek mouths as rearing areas for Gene Coulon and Cedar River.
Restoration of shallow water habitat and riparian vegetation is needed. Possible opportunities to work
(LW-S1-4)
This is for the private property owner areas where it is desirable to remove bulkheads.
with Boeing and private property owners to remove bulkheads and restore shallow water habitat and
riparian vegetation may exist in the future.
C268
WRIA 8- ID C268
Predation at the mouth of Cedar River and backwater area in lower Cedar River is a problem. This
Explore lowering/modifying the delta to create more shallow water habitat and reduce predation for
(Cedar River Delta)
lowering project would require regular maintenance. This is an area where high bird predation on
juvenile Chinook by cutting trees lower. Address predation effects at the mouth of the Cedar River and
Chinook fry exists.
backwater area in lower Cedar River. Any potential projects should consider the City of Renton's
Shoreline Plan, ACOE, and the City of Renton Airport management requirements. [note there have been
questions raised about the benefits of this habitat project because it is possible that creating more
shallow water habitat may increase Chinook presence and consequently increase predation]. The project
was cancelled in 2012 and the granting agencies were notified and the funds returned.
C269
WRIA 8-ID C269
Overhanging riparian vegetation has been lost due to erosion of stream bank. Restoration would
Incentive programs are needed such as PBRS to encourage participation on reducing number of docks
(Shoreline
be for shoreline west of Cedar's mouth. Homeowner bulkheads are a concern and conversion of
used. Using community docks would be better for habitat. Conversion of nearshore habitat to shallow
restoration west of
nearshore habitat to shallow beach and restoration of vegetation is desirable.
beach and restoration of riparian vegetation is desirable. Develop community docks as a replacement
Cedar)
and restore mouths of small creeks at the same time. As of July 2010, this project required the reuse of
clean sediments to be dredged from the Seaplane Base. Sediments to be used to build 1) a habitat island
along the western edge of the growing Cedar River delta, and 2) a habitat bench in front of the vertical
sheet pile wall located along the western half of the Airport's Lake Washington shoreline. New habitat is
designed to incorporate large woody debris and to provide overhanging riparian vegetation to create high
quality shallow water habitat for outmigrating juvenile Chinook. These habitat improvements depend
upon the supply of clean sediments from the dredging project and are designed to complement
previously negotiated mitigation work. This project was cancelled in 2012; granting agency notified and
funds returned.
C270
WRIA 8-ID C270
Limited shoreline habitat has resulted in increased salmon predation at the mouths of creeks
Restore mouths of small creeks such as Kennydale and Johns Creek and remove bulkheads and construct
(Explore
discharging into south Lake Washington.
community docks in place of individual docks along the shoreline between Kennydale Creek and west of
opportunities to
the mouth of the Cedar River. Restore mouth and lower reach of May Creek. Increase beach, set back
restore small creek
banks, plant riparian buffers, and add large wood to improve habitat for juvenile Chinook.
mouths)
(LW-S2-5)
C288
WRIA8 — ID C288
An existing bulkhead in the vicinity of Chastain Park limits near shore habitat.
The proposed Chastain Park Shoreline Restoration includes removing the bulkhead and placing gravels
(Sam Chastain Park
from Beaux Arts on 1100 feet of shoreline restoration, setback armoring, and improving vegetation.
Shoreline
Restoration)
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-33
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-6:
HABITAT PROBLEMS: CEDAR RIVER, MAY CREEK, LAKE WASHINGTON, AND BLACK RIVER BASINS
GIs
ID # Project Name Problem Description
Conceptual Solution
S19 Green River Lower Springbrook Creek Reach is characterized by poor water quality and limited riparian
This project would rehabilitate habitat for rearing and off channel refuge on Springbrook Creek.
Ecosystem vegetation.
Springbrook Creek cuts through the Renton Valley from the border with Kent at SW 43rd Street to the
Restoration Projects
Black River Pump Station. The project would improve approximately 2.8 miles of habitat with riparian
(Lower Springbrook
plantings, large woody debris, pool construction, channel branch excavation (dendrites), and channel
Reach Rehabilitation
modifications to create a two stage (low and high) flow channel. Although Springbrook Creek is spring
— LG-19 in WRIA 9
fed, water quality is very poor and characterized by high temperatures and low dissolved oxygen. The
Plan/Site No. 7 in the
Green River Ecosystem Restoration projects are part of a large effort (cost shared by jurisdictions within
Green/Duwamish
the WRIA 9 Forum) to restore habitat in the Green/Duwamish River Watershed. The projects will help in
River Basin
the City's response to the Endangered Species Act. The utility funds shown will be used to match Army
Ecosystem
Corps of Engineer's federal funds (65% federal, 35% local) to allow the design and construction of the
Restoration Study
projects. The City may consider submitting a project deviation to the Corps during the design phase to
Final Feasibility
include replacement of the SW 43rd Street culvert. The project schedule is dependent upon priority
Report)
relative to other projects and Congress appropriating the federal funds needed for the construction of the
projects.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-34
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-7:
PROGRAMS AND REGULATORY COMPLIANCE
Project Name
Problem Description/Permit Reference
Solution/Compliance Approach
Estimated Cost
(2020)
Coordination with Long -Range
NPDES Permit Condition S5.C.1.b
City must describe how stormwater management needs and
Minimal
Plan Updates
protection/improvement of receiving water health are (or are not) information the
planning update processes. Documentation is included in the Stormwater Annual
Report.
Low Impact Develop Code
NPDES Permit Condition S5.C.1.c
Ongoing program to require LID BMPs and LID principles and to make LID the
Minimal
preferred and commonly used approach for site development. City must provide an
annual update on progress and/or barriers.
Stormwater Management
NPDES Permit Condition S5.C.1.d.
City must develop a Stormwater Management Action Plan for one high priority
$300,000 (6-year
Action Planning/Watershed
watershed no later than March 31, 2023. Interim permit deliverables in support of
CIP Cost)
Planning
the Stormwater Management Plan include a watershed inventory and receiving
water assessment by March 31, 2022, receiving water prioritization by June 30, 2022.
Public Education and Outreach
NPDES Permit Condition S5.C.2
Ongoing education program aimed at the general public, businesses, engineers,
Minimal
contractors, developers, land use planners, residents, landscapes, property
managers/owners, and school age children to build general awareness about
stormwater impacts and affect behavior change to reduce or eliminate behaviors that
contribute to adverse stormwater impacts. Conduct an evaluation of effectiveness of
ongoing behavior change campaign no later than July 1, 2020. Develop a strategy to
implement actions to address lessons learned from effectiveness study no later than
February 1, 2021 and begin to implement outreach strategy based on lessons learned
no later than April 1, 2021. Public education and outreach results must be
documented no later than March 31, 2024.
Stewardship
NPDES Permit Condition S5.C.2
Ongoing program to provide and advertise stewardship opportunities and/or partner
Continuation of
with other organizations to encourage residents to engage in surface and stormwater
Existing Program
activities storm drain marking and other events.
MS4 Mapping and
NPDES Permit Condition S5.C.4.b.ii
Ongoing program to map and document MS4. No later than August 1, 2023,
$29,000 Annually
Documentation
complete mapping of all known connections from the MS4 to a privately owned
stormwater system.
Detect and Identify Illicit
NPDES Permit Condition S5.C.5.d
City must conduct field screening of at least 12% of the MS4 annually and track total
Continuation of
Discharges and Illicit
percentage of MS4 screened beginning August 1, 2019. Train municipal field staff.
Existing Program
Connections
Address Illicit Discharges and
NPDES Permit Condition S5.C.5.e
Implement procedures to characterize, trace sources, and eliminate illicit discharges
Continuation of
Illicit Connections
and connections within specified deadlines.
Existing Program
Ordinance Addressing Runoff
NPDES Permit Condition S5.C.6.b
Adopt and make effective a local program, no later than June 30, 2022 that addresses
Minimal
from New Development,
runoff from new development, redevelopment and construction site projects
Redevelopment and
consistent with a Phase I program approved by Ecology and amended to include
Construction Sites
Appendix 10.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-35
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-7:
PROGRAMS AND REGULATORY COMPLIANCE
Site Plan Review, Inspections
NPDES Permit Condition S5.C.6.c
Review of stormwater site plans and inspection of development sites before, during
Minimal
and Enforcement
and after construction per the permit conditions. Process also includes inspection of
BMPs and facilities in new residential developments every 6 months until 90% of the
lots are constructed, recordkeeping, and enforcement.
Annual Inspection of
NPDES Permit Condition S5.C.7.b.i.b
Ongoing program to annually inspect all stormwater treatment and flow control
Continuation of
Stormwater Treatment and
BMPs that discharge to the MS4, unless otherwise exempted from this permit
Existing Program
Flow Control BMPs/Facilities
condition.
that discharge to MS4
Annual Inspection of
NPDES Permit Condition S5.C.7.c.i
Ongoing program to annually inspect all municipally owned or operated stormwater
$253,000
Municipally Owned
treatment and flow control BMPs/facilities and conduct maintenance activities.
Annually
Stormwater Treatment and
Flow Control BMPs/Facilities
Inspect and clean catch basins
NPDES Permit Condition S5.C.7.c.iii
Inspection of catch basins and inlets is required once every two years. This
$853,000
requirement may be changed based on maintenance records of double the length of
Annually
time of the proposed inspection frequency. The City meets this requirement through
an alternative of cleaning all pipes, ditches, and catch basins and inlets in a circuit
once during the permit cycle.
Pollution Prevention and O&M
NPDES Permit Condition S5.C.7.d. and f
Ongoing program to document and implement an operations and maintenance
Minimal
-
program to prevent or reduce pollutants in runoff on lands owned by the City.
Implement a Stormwater Pollution Prevention Plan (SWPPP) for all heavy equipment
maintenance or storage yards, and material storage facilities owned by the City that
do not have coverage under the Industrial Stormwater General Permit. Update the
SWPPP(s) no later than December 31, 2022.
Source Control and Business
NPDES Permit Condition S5.C.8
Adopt and make effective an ordinance or enforceable document to require source
$126,500 annually
Inspection Program
control BMPs for pollutant generating sources associated with existing land uses no
later than August 1, 2022. Develop an inventory of site that have potential to
generate pollutants to the MS4 no later than August 1, 2022. No later than January 1,
2023, implement an inspection program to annually inspect 20% of sites in the City's
inventory of pollution generating sites. No later than January 1, 2023, implement a
progressive enforcement policy that requires sites to comply with stormwater
requirements.
Reporting and Staff Training
NPDES Permit Conditions S5.C.5.d.iii; S5.C.5.f; S5.C.6.e; S5.C.7.e; and S5.C.8.b.v
On -going program to develop and implement procedures for keeping records of
Continuation of
inspection and enforcement action by staff as well as a training program for
Existing Program
employees whose construction, operation and maintenance job functions may
impact stormwater quality.
Monitoring and Assessment
NPDES Permit Condition S8.A Regional Status and Trends Monitoring and S8.13 Stormwater
The City participates in regional status and trends monitoring and stormwater
$240,160
Management Program Effectiveness and Source Identification Studies
management program effectiveness and source identification studies.
Annually
Residential Plat Stormwater
The City assumed operation and maintenance of approximately 213 existing stormwater facilities
Ongoing program to maintain stormwater facilities for which the City has assumed
$685,000
Management Facility
on residential plats following a policy decision on October 18, 2010.
maintenance responsibilities.
Annually
Maintenance and Operation
Program
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-36
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-7:
PROGRAMS AND REGULATORY COMPLIANCE
Mosquito Abatement Program
The Panther Creek wetlands east of SR-167 and between 1-405 and Valley Medical Hospital, are a
The City implements an annual contract with pest control contractor to control
$90,000 Annually
(Talbot Hill Area)
large breeding ground for mosquitoes. Adult mosquitoes emerge from the wetlands in the late
mosquito populations through adulticiding of upland areas adjacent to the wetlands
spring to feed in the residential neighborhoods in and around Talbot Hills. In addition to
and treatment of City maintained stormwater ponds using larvicide during the spring
controlling adult mosquitoes, the City also treats for mosquito larvae in all City owned stormwater
and summer months. The budget will need to be adjusted annually to account for
facilities including ponds and vaults. These mosquito abatement efforts help to reduce mosquito
additional ponds that are acquired by the City through new construction and future
bites and subsequent risk of West Nile virus infection.
annexations.
Stormwater Facility Fencing
Past and current design standards (taken largely from King County Surface Water Design Manual)
The City has adopt a new policy of requiring all current and future ponds to be fenced
Project
require stormwater ponds to have a perimeter fence only when interior side slopes are greater
which required changes to the City's stormwater code and stormwater design manual
$100,000
than 3 horizontal to 1 vertical. However, some existing ponds with flatter interior side slopes (i.e.,
The City is currently responsible for the maintenance of 28 residential facilities and 6
Annually
that did not require perimeter fencing) and having standing water several feet or more deep can
non-residential facilities that either do not have perimeter fencing or do not have a
create a potential safety hazard, particularly for small children.
perimeter fence that meets the design standards. There are an additional 17
privately maintained stormwater facilities that will be eventually transferred to the
City and will need to be fenced.
Asset Management
As the City's infrastructure ages, storm pipes and structures tend to perform poorly or fail,
The Surface Water utility has developed an asset management program that helps
$100,000
Enhancement
potentially causing flooding and endangering the public. Deciding when to maintain, repair and
the utility with short, medium and long term planning of pipe replacement and
Annually
replace stormwater infrastructure is difficult without an asset management program that will
repair, proactive inspection and maintenance of the City's storm system and
manage infrastructure capital assets that will minimize the total cost of owning and operating
prioritizing replacement projects based on cost -benefit analysis and severity of
them while providing the City's target level of service.
defects. The program relies on a CCTV Truck with two operators, GraniteNet for
viewing CCTV inspections, NASSCO PACP standards, and coordination between
Surface Water Engineering and Maintenance sections. The utility will continue to
advance this program to include non-CMP pipes.
City Wide Drainage
The City has many culverts discharging to streams and creeks that require routine maintenance
The City has completed SEPA review and was issued a critical areas and shoreline
$66,000 Annually
Maintenance Program
including vegetation and sediment removal.
exemption for vegetation and sediment removal at culverts within in the City.
Fisheries has also issued an HPA that authorizes routine maintenance of 25 culverts
and channels. City staff will still be required to obtain individual state and federal
permits for each culvert.
Surface Water Utility GIS
The City's infrastructure mapping needs continual updates as new storm water facilities, pipes and
Surface water utility GIS mapping to include new storm water systems, as -built
$115,000
structures are taken into plats or acquired through annexations.
information, recently annexed areas, and continual maintenance of GIS mapping.
Annually
Stream Flow/WQ Monitoring
Stream flow and water quality monitoring program. Currently collecting stream gage
$13,000 Annually
Program
date at the Black River pump station.
Culvert/Stream Inventory
As a result of a permanent injunction issued by the US District Court reinforcing treaty rights,
The Surface Water Utility began the process of conducting a stream inventory of all
$95,000 Annually
WSDOT and WDFW must replace culvert crossings that are fish barriers with fish passable culverts.
culvert crossings. This information was used to eventually field survey each culvert
With this ruling, it opens up the possibility that other government entities may also have to
crossing in an effort to identify fish passage issues and develop solutions with priority
replace fish barriers within their jurisdiction
rankings which can be incorporated in the utility's CIP program. The establishment of
a fish passage improvement program is currently under consideration.
Surface Water Utility Plan
The Surface Water Utility's last comprehensive planning effort was conducted almost 25 years
Develop a comprehensive city-wide surface water planning document to provide
$120,000 (6-year
ago. A new surface water utility management plan is needed to reflect current capital needs and
guidance for programmatic and capital needs for the next 6 years and for future
CIP Cost)
programs.
years. Update every 6 years. Last update as of the writing of this system plan was in
2020.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-37
CAPITAL IMPROVEMENT PROJECT NEEDS
TABLE 6-7:
PROGRAMS AND REGULATORY COMPLIANCE
CMP Storm System
Replacement Program
This program consists of assessing the condition of all corrugated metal pipes (CMP) whose
diameter is 18 inches or larger, located in high risk areas (i.e. under major roads). This program
was driven by a failure of a CMP pipe along Rainier Ave S in 2018, which caused a major cavity to
form underneath the road, and required an emergency repair project. This program is intended to
address deficiencies in CMPs, which are more susceptible to deterioration than plastic and
concrete pipes, before a catastrophic failure becomes imminent.
Minor deficiencies are typically repaired through coordination with the surface water
maintenance section, while replacement projects resulting from significant structural
issues (e.g. deterioration of the pipe wall, pipe collapse) require the replacement or
rehabilitation of the pipe and may require hiring a contractor. This program repairs
and replaces corrugated metal pipes showing signs of deterioration in high risk areas
to avoid catastrophic failures and emergency repairs. This project supports the city's
goal of protecting public safety.
$580,000 (6-year
CIP Cost)
Cedar River Flood Risk
The Lower Cedar River Flood Risk Reduction Feasibility Study intends to assess the feasibility of
This feasibility study would identify potential measures or construction projects that
$485,000 (6-year
Reduction Feasibility Study
improving the level of flood protection and evaluate future flood risk mitigation projects along the
would increase resiliency to floods greater than the 100-year event and identify the
C I P Cost)
Cedar River from River Mile 0 to River Mile 2.7.
most feasible level of flood protection that could be achieved along this reach of the
Cedar River, a critical area of development and economic activity within King County.
The King County Flood Control Zone District (KCFCZD) placed the Feasibility Study on
its 6-year Capital Improvement Project funding plan in 2018 and a funding agreement
was executed with the City in April 2020. This study is expected to begin in 2020 and
be completed by 2023. This study evaluates the feasibility of increasing the level of
flood protection along the Lower Cedar River, and reducing the risk of flooding to the
surrounding area in Renton. It supports the city's goal of protecting public safety.
WSDOT Limited Access ROW
The city currently charges surface water fees to WSDOT for the SR-167 and 1-405 right of way
This program consists of studies and improvements to city facilities downstream of
$96,000 (6-year
Runoff Impact Mitigation
within Renton city limits. RCW 90.03.525 allows local municipalities to charge stormwater fees for
limited access right-of-way implemented to remain in compliance with RCW
C I P Cost)
Program
state limited access highways and was modified when Senate bill 5505 was passed in 2019. The bill
90.03.525. This program enables the city to keep collecting surface water fees from
clarified the objectives of the Stormwater Management Funding and Implementation Program for
WSDOT for limited access right of way, and prioritizes improvements beneficial to
highway related runoff problems and required charges paid by the state to local jurisdictions to be
both the City and WSDOT. It supports the city's goals of public safety and quality of
used solely for stormwater control facilities that directly reduce state highway runoff impacts or
life.
implementation of best management practices that will reduce the need for such facilities. A plan
and progress report are required to be submitted annually so that WSDOT pays their stormwater
fee to the City.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-38
TABLE 6-8:
PRIORITIZED CAPITAL IMPROVEMENT PROJECTS FOR FLOOD RISK REDUCTION/WATER QUALITY TREATMENT
GIS Project
Total CIP Cost
Annual
No. (See
Project Name
Estimate
Maintenance
Figures 6-2
(2020 dollars)
Cost
and 6-3)
(cost/year)
bEL PRIORITY ONE PROJECTS
i
111
Monroe Avenue NE and NE 2nd Street Infiltration System Improvements
$6,350,000
299
Downtown Storm System Improvements
$6,917,000
187 and 302
Madsen Creek Improvement Project
$1,221,000
101
Cedar River Gravel Removal Project
$14,966,000
185
SE 172nd Street and 125th Ave SE Storm System Replacement Project
$3,476,000
245
SW 23rd Street and East Valley Road Culvert Replacement
$1,780,000
303
Maplewood Creek Sediment Facility Maintenance
$1,233,000
$95,000 -
$100,000
302 and 187
Madsen Creek Sedimentation Basin Cleaning
$926,000
$75,000 -
$84,000
211 and 215
Hardie Avenue S Underpass and SW 7th Storm System Improvements
$1,735,000
(All Phases)
456
NE Sunset Blvd at Union Avenue NE
$2,250,000
279 and 281
SW 43rd Street Storm Improvements
$4,000,000
256
East Valley Road Storm System Improvements
$550,000
116
Ginger Creek/Cascade Park Basin Plan
$350,000
Various
Miscellaneous and Emergency Storm Projects
$527,000
Locations
999
SE 182nd St Storm System
$300,000
TOTAL PRIORITY ONE PROJECTS
$46,581,000
PRIORITY TWO PROJECTS
121
Lower Maplewood Conveyance Improvements
$557,000
146
NE 4th Street Crossing at Maplewood Creek
$336,000
151
East Fork Maplewood Creek at NE 2nd Street
$421,000
156
Maplewood Creek Basin Improvements
$1,030,000
213
SW 4th Place and Maple Avenue SW Drainage Analysis
$395,000
217
Rainier Pump Station
$700,000
237
Talbot Road Drainage Improvements
$527,000
240
Puget Drive SE at Rolling Hills Avenue Culvert Crossing
$388,000
251
Springbrook Creek Old Bridge Removal at SW 27th Street
$105,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-39
MPRIORITY
268
TWO PROJECTS
Talbot Road S and S 34th PI Stormline Repair Project $204,000
275
Oakesdale Avenue/SW 41st Street Culvert Replacement
$1,710,000
285
SE 190th Street Drainage Improvement
$108,000
287
S. 55th Street and Talbot Rd. S Drainage Improvement Project
$120,000
421
May Creek Outfall @ NE 30th Street
$658,000
511
John's Creek Outfall Culvert Crossings
$1,200,000
521
John's Creek Outfall - NE 8th to Houser
$1,450,000
531
Kennydale Master Drainage Plan
$395,000
541
East Lake Washington Blvd and NE 28th Street Drainage
$329,000
551
Blueberry Farm at Jones Avenue NE and NE 20th Street
$336,000
555
Sunset Blvd N/Aberdeen Ave NE/NE 10th St Storm Repair Project
$198,000
566
Jones Avenue NE/NE 43rd Street Culvert and Storm System Improvements
$922,000
571
Lincoln Avenue NE Culvert Improvements
TOTAL PRIORITY TWO PROJECTS:
$198,000
$12,287,000
PRIORITY THREE PROJECTS
231
North Talbot Hill Drainage Improvements
$1,210,000
234
Puget Drive South and Benson Road Outfalls Study
$198,000
238
16501 Benson Rd South
$66,000
263
Shattuck Avenue South and S 37th Street Outfall
$101,000
265
Talbot Road South Drainage Study
$198,000
269
282
411
431
506
516
546
621
998
Talbot Road South @ Panther Creek Outfall
S 178th Street Drainage Connection
May Creek Outfall @ NE 36th Street
Honey Creek Outfalls Plan
John's Creek Culverts Sediment Cleaning
South Lake Washington Roadway Improvement Discharge to John's
Creek
Meadow Avenue North Culvert on Kennydale Creek
Black River Box Culvert Maintenance
Wells Ave S Drainage Improvement Project
OTAL PRIORITY THREE PROJECT
$790,000
$362,000
$658,000
$263,000
$165,000
$988,000
$2,630,000
$1,320,000
$300,000
$9,249,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 6-40
C
FLOODING PROJECTS WITH HABITAT EMPHASIS
271 Springbrook Creek Wetland and Habitat Mitigation Bank $922,000
TOTAL FLOODING PROJECTS WITH HABITAT EMPHASIS $922,000
WATER QUALITY TREATMENT PROJECTS
W800 Burnett and Williams Water Quality Retrofit Project
W801 Heather Downs Detention Pond Water Quality Retrofit
i
$470,000
$1,145,000
W802 Stormwater Facility Retrofit Study $300,000
W803 Jefferson Ave NE Green Connection Project
TOTAL WATER QUALITY TREATMENT PROJECTS
$2,506,000
$4,421,000
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
MM
SECTION 7
RECOMMENDATIONS AND PLANNED ACTIONS
This section contains a summary of the recommendations developed through the planning process that are
new or different from the current surface water program. The two main areas of recommendations include
surface water management program elements and capital improvement program.
7.1 SUMMARY OF RECOMMENDED SURFACE WATER MANAGEMENT PROGRAM
CHANGES
The recommended program changes are summarized below within two broad categories, Regulatory
Compliance and Other Future Program Needs and Policy Considerations. Recommendations in the area of
Regulatory Compliance primarily relate to compliance with the NPDES permit. Fact Sheets developed for
new programs identified in Section 5 are included in Appendix E.
7.1.1 REGULATORY COMPLIANCE
As discussed in Section 3, Utility has taken major steps from 2008 to present day in order to meet the
requirements of the NPDES permit. Starting in August 2019, Utility also began to phase in new and/or
increased programs to meet the new permit compliance requirements as part of the next NDPES permit
cycle.
The following paragraphs list some of the major recommendations regarding NPDES and regulatory
compliance, the majority of which relates to the new NPDES permit.
Anticipate need for program increases as the new NPDES permit is phased in. Table 5-1
presents a list of the main changes from the current permit and provides an estimated range of
cost implications of between $223,200 and $455,500 for implementation of a new source
control program, additional mapping and watershed planning, and development of a
Stormwater Management Action Plan. Overall costs to implement the permit, including
implementation of on -going permit conditions range from $1,242,860 to $1,801,660. These
estimates are based on current City staffing costs and estimated staffing levels to complete the
work. Details are provided in Section 5. Some of the major NPDES permit changes in the 2019
permit (summarizing from Table 5-1) are:
o Develop and implement a source control program for existing land uses.
o Evaluate receiving water conditions in City watersheds and select high priority
watershed for which to develop a Stormwater Management Action Plan.
o Map private stormwater systems connected to the MS4.
7.1.2 OTHER FUTURE PROGRAM NEEDS AND POLICY CONSIDERATIONS
Section 5 discusses ongoing activities and the future needs of Utility to address permit requirements, city
policies, and increased workloads, as well as land use, Utility processes, and potential regulatory issues.
These ongoing and future program needs are summarized in Table 5-2, and include:
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 7-1
RECOMMENDATIONS
• Continue to monitor the increased resources from infill development relative to maintenance
staff levels and make adjustments as needed.
• Continuation of Residential Plat Stormwater Management Facility and Maintenance and
Operation
• Continuation of existing surface water initiatives, including the Mosquito Abatement Program,
Stormwater Facility Fencing Program, City -Wide Drainage Maintenance Program, and Stream
Flow/Water Quality Monitoring Program.
• Enhance the current Asset Management Program to include all Utility assets.
• Update the Surface Water Utility System Plan every 6 years.
• Continue with agency coordination such as WSDOT, KCFCD, FEMA, USACE, and Ecology on
issues related to surface water management within the City.
7.2 PLANNED CAPITAL IMPROVEMENT PROGRAM
Table 7-1 presents Utility's 2021 to 2026 CIP. The CIP includes flood hazard reduction projects, water
quality projects, and habitat projects. Fact Sheets developed by the City for the Utility CIP for 2021 to 2026
are included in Appendix G. The fact sheets describe each project, summarize the scope, and illustrate
estimated expenditures and funding resources spread out over the six -year planning period. They also
indicate a planned year of implementation for each CIP, noting however that project priorities change in
any given year. Section 6 provides a discussion of several factors that can influence the schedule for CIP
implementation.
TABLE 7-1:
SURFACE WATER UTILITY 2021-2026 CAPITAL IMPROVEMENT PROGRAM (CIP)
Project GIS #
Priority Capital Projects (See Figures 6-2 and 6-
3 for Locations)
1
Monroe Ave NE & NE 2nd St Infiltration System Improvements
111
2
Downtown Storm System Improvements
299
3
Madsen Creek Improvement Project
187 and 302
4
Jefferson Ave NE Green Connections Project
W803
5
Cedar River Gravel Removal Project
101
6
Cedar River 205 Project Levee Recertification Project
N/A
7
Heather Downs Detention Pond Retrofit
W801
g
Stormwater Facility Retrofit Study
W802
9
Burnett Ave S and Williams Ave S Water Quality Retrofit Project
W800
10
SE 172"d and 125th Ave SE Storm System Improvement Project
185
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 7-2
RECOMMENDATIONS
TABLE 7-1:
SURFACE WATER UTILITY 2021-2026 CAPITAL IMPROVEMENT PROGRAM (CIP)
Priority
Capital Projects
Project GIS #
(See Figures 6-2 and 6-
3 for Locations)
11
12
13
SW 23rd Street Drainage and Fish Passage Improvements
Maplewood Creek Sedimentation Facility Maintenance
Madsen Creek Sedimentation Cleaning
245
303
302 and 187
14
15
16
17
18
Rainier Ave and Oaksdale Ave Pump Station Upgrades
Springbrook Creek Wetland and Habitat Mitigation Bank
Stormwater Facility Fencing Project
Small Drainage Projects Program
Surface Water Utility GIS
N/A
271
N/A
N/A
N/A
19
Talbot Hill Area Mosquito Abatement Program
N/A
20
CMP Storm System Replacement Program
N/A
21
Hardie Ave SW -SW 7th St Storm System Improvements
211 and 215
22
NE Sunset Blvd & Union Ave NE Storm System Improvements
456
23
SW 43rd Street/Lind Ave SE Storm System Improvements
N/A
24
East Valley Road Storm System Improvements
256
25
Surface Water Utility System Plan
N/A
26
Ginger Creek/Cascade Park Basin Plan
116
27
Cedar River Flood Risk Reduction Feasibility Study
N/A
28
WSDOT Limited Access ROW Runoff Impact Mitigation Program
N/A
29
Miscellaneous/Emergency Storm Projects
N/A
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE 7-3
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OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE R-1
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OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE R-2
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BELLEVUE • SEATTLE • SPOKANE R-3
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R. W. Beck, Inc. 1998. SW 7th Street/Hardie Avenue SW/Lake Avenue S Drainage Investigations.
Prepared for City of Renton, Washington. November 1998.
R. W. Beck, Inc. 2006. Hydraulic Analysis of Springbrook Creek FEMA Remapping Study. Prepared for
City of Renton, Washington. June 2006.
R. W. Beck, Inc. 2007. East Side Green River Watershed Plan, Technical Memorandum Supplement —
Final. Technical memorandum. Prepared for City of Renton, Washington. February 21, 2007.
Renton. 2005. City of Renton Comprehensive Plan. City of Renton, Washington. December 12, 2005
amendment.
Renton. 2006. City of Renton Comprehensive Plan. City of Renton, Washington. November 27, 2006
amendment.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE R-4
REFERENCES
SSOE, Inc. 1992. South Garden Avenue Storm Drain Extension. Prepared for City of Renton,
Washington and PACCAR. February 1992.
SvR Design Company. 1993. Hydraulic Report N.E. 5th Place Storm System Replacement Project.
Prepared for City of Renton and Renton Technical College. November 1993.
USEPA. 2002. http://www3.epa.gov/npdes/pubs/assetmanagement.pdf.
U.S. Army Corps of Engineers (USACE). 2019. FACTSHEET—Howard Hanson Dam. United States Army
Corps of Engineers, Seattle District. http://www.nws.usace.army.mil/Media/Fact-Sheets/Fact-
Sheet-Article-View/Article/483489/fact-sheet-howa rd-hanson-dam/
U.S. Army Corps of Engineers (USACE). 2020. Environmental assessment: Elliot rearing/spawning
channel, mitigation for overdredging associated with the Cedar River 205 Flood Control
Project, King County, Washington. United States Army Corps of Engineers, Seattle District.
US Fish and Wildlife Service (USFWS). 1999. 64 FR 58910- Endangered and Threatened Wildlife and
Plants; Determination of Threatened Status for Bull Trout in the Coterminous United States.
Federal Register Volume 64, Issue 210 (November 1, 1999). Office of the Federal Register,
National Archives and Records Administration. http://www.govinfo.gov/content/pkg/FR-
1999-11-01/pdf/99-28295.pdf. Accessed August 2020.
Washington State Department of Ecology (Ecology). 2019. Stormwater Management Manual for
Western Washington. 5 vols. Washington State Department of Ecology.
Washington State Highway Commission. 1960. Primary State Highway No. 5, Renton Vicinity, Jct. PSH
No. 1 to Jct. PSH No. 2, Pumping Station. Layout and Pumphouse Details. Rainier Avenue
Stormwater Pump Station. Drawing Set.
http://edocs.rentonwa.gov/Documents/ElectronicFile.aspx?docid=577682&dbid=0&repo=City
ofRenton. Accessed November 2020.
Washington State Office for Regulatory Innovation and Assistance (ORIA). Web page. 2020.
Regulatory Handbook. http://apps.oria.wa.gov/permithandbook/ Accessed June 2020.
WRIA 8 Steering Committee. 2002. Lake Washington/Cedar/Sammamish Watershed Near -Term
Action Agenda for Salmon Conservation. August 2002.
WRIA 8 Steering Committee. 2005. Proposed Lake Washington/Cedar/Sammamish Watershed
Chinook Salmon Conservation Plan. February 25, 2005.
WRIA 8 Steering Committee. 2017. Proposed Lake Washington/Cedar/Sammamish Watershed
Chinook Salmon Conservation Plan Update. September 2017.
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE R-5
APPENDIXA
ISSUE PAPERS
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
CITY OF RENTON COUNCIL AGENDA BILL
Subject/Title:
Residential Plat Stormwater
Management Facility Maintenance
and Operation Policy
Meeting:
Regular Council - 20 Sep 2010
Exhibits:
Submitting Data: Dept/Div/Board:
Issue Paper
Public Works
Staff Contact:
Ron Straka,Surface Water Utility Supervisor, x7248, Steve Lee,
Surface Water Engineer, x7205
Recommended Action:
Refer to Committee of the Whole
Fiscal Impact:
Expenditure Required: $ 715,950/year Transfer Amendment: $
Amount Budgeted: $ Revenue Generated: $
Total Project Budget: $ I City Share Total Project: $
SUMMARY OF ACTION:
The City needs to establish a uniform and equitable policy for maintaining stormwater management
facilities in single-family residential plats with public streets. The City currently requires homeowner
associations to own and maintain stormwater flow control and water quality treatment facilities in
single-family residential plats, even though these facilities manage runoff from public streets. However,
when the City annexes areas from King County, the City is required to assume maintenance of
stormwater management facilities in the newly annexed areas because King County owns and
maintains stormwater facilities in plats with public streets. The Surface Water Utility currently
maintains 100 stormwater facilities in plats. There are an additional 213 facilities that are privately
maintained by homeowner associations in single-family residential plats that manage runoff from public
streets. Because these facilities manage runoff from public right-of-way, the City should maintain these
facilities. The proper maintenance of these facilities is also needed to minimize maintenance and
capital improvements costs to the City, to meet regulatory requirements related to the National
Pollution Discharge Elimination System Phase II Municipal Stormwater Permit, to protect public safety,
to prevent damage to property, and to protect environmental resources. Prior to the City assuming
maintenance of existing stormwater facilities, the facilities would need to meet City maintenance
standards. The total additional revenue increase needed to fund the program would be about $13 per
year for a typical homeowner, based upon 2010 Surface Water Utility revenues. That amount could be
reduced if proposed revenue increases are approved as part of the 2011-2012 budget process and if the
Fairwood Annexation is approved.
The hiring of the maintenance staff and budgeting for the purchase and rental of equipment would be
phased in between 2012 and 2013, depending upon how rapidly facilities are transferred from
homeowner associations to the City.
STAFF RECOMMENDATION:
Assume maintenance and operation of all stormwater facilities in single-family residential plats with
public streets.
PUBLIC WORKS DEPARTMENT
DCity Of�III
�U�l VO� �f� '•
M E M O R A N D U M
DATE: September 8, 2010
TO: Don Persson, Council President
Members of the Renton City Council
VIA: Denis Law, Mayor
FROM: Gregg Zimmerman, Administrator
STAFF CONTACT: Ron Straka, Surface Water Utility Supervisor, x7248
Steve Lee, Surface Water Utility Engineer, x7205
SUBJECT: Residential Plat Stormwater Management Facility
Maintenance and Operation Policy
ISSUE:
Should the City implement a policy to take over maintenance and operation of stormwater
management facilities in single-family residential plats with public streets?
RECOMMENDATION:
• The City assumes maintenance and operation of existing and future stormwater
management facilities constructed in plats with public streets. This includes assuming
maintenance of approximately 213 existing stormwater facilities.
• Prior to the City assuming maintenance of the existing stormwater management facilities
in plats from homeowner associations, the facility will have to be maintained by them to
meet City stormwater facility maintenance standards.
• The hiring of the maintenance staff and budgeting for the purchase and rental of
equipment would be phased in over time starting in 2012, depending upon how rapidly
facilities are transferred from homeowner associations to the City. It is recommended
that the 2012 budget include funding to hire two full-time Maintenance Worker III
positions and budget to hire four part-time non -regular employees (summer help),
funding to purchase a slope mower with trailer, a one -ton flatbed truck and a dewatering
pump. The 2013 budget would include funding to hire two additional full-time
Maintenance Worker III positions , the purchase of another slope mower with trailer and a
one -ton flatbed truck, along with the funding for rental of equipment, material disposal,
Mr. Don Persson, Council President
Page 2 of 6
September 8, 2010
and the purchase of materials associated with the facility cleaning and repairs (see
attached Single -Family Residential Plat Facility Maintenance Cost Summary).
• The total revenue increase needed to assume maintenance of the 213 stormwater
facilities is estimated to be 14.67%, which would add an average of $1.09 per month to a
typical single-family residential customer's Surface Water Utility bill. This is based upon
2010 Surface Water Utility revenues.
BACKGROUND SUMMARY:
On October 20, 2008, the Surface Water Utility (SWU) presented a Utility Committee Briefing
concerning the establishment of a uniform and equitable policy regarding maintenance of
stormwater management facilities in single-family residential plats with public streets draining
into these facilities. Information presented during the briefing included various types of flow
control and water quality treatment facilities the City manages, their intended use in mitigating
water quality from roadways, reducing flooding impacts, preventing damage to properties,
protecting public safety, protecting environmental resources and meeting regulatory
requirements. The briefing provided reasons for assuming maintenance of stormwater
management facilities in plats with contributing runoff from public streets. These reasons are
summarized in the following list:
1. The City should take responsibility for stormwater management facilities maintenance
in plats since they control runoff from public streets and serve multiple property
owners.
2. In unincorporated King County, the policy is to require new plats to dedicate a tract for
stormwater management facilities with King County assuming ownership and
maintenance responsibility. These King County areas that are annexed into the City
require that the City assume ownership and maintenance responsibility.
3. Current City residents who live in plats that maintain their own stormwater
management facilities pay the same SWU rates as residents who live in areas with
publicly maintained stormwater facilities. The City assuming maintenance of the
facilities would provide greater equity of City services to all customers.
4. Taking over all privately maintained residential plat stormwater facilities with public
area runoff ensures compliance with the National Pollution Discharge Elimination
System Phase II Municipal Stormwater Permit (NPDES) requirements and provides the
same level of service to all single-family residential customers in plats with public
streets. It also eliminates the difficulties of legally enforcing maintenance of these
facilities by residential homeowner associations, reduces flooding, reduces
maintenance of downstream City systems, and protects water quality and habitat.
5. Problems associated with current City policy would be reduced or eliminated due to
the City permitting new projects that have runoff that contribute flows to the
downstream stormwater facility that is privately owned and maintained by a
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-9999 SSWM Plan\1116 SWUMP IssuePapers\Pond
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Mr. Don Persson, Council President
Page 3 of 6
September 8, 2010
homeowners association. With the City providing maintenance for these facilities, this
concern will be resolved.
6. Legal difficulties with enforcing maintenance, collecting fines and staff time allocated
to NPDES permit inspections and enforcement would be eliminated.
7. Concerns about safety and liability to the City associated with the current requirement
that homeowner associations maintain their stormwater facilities would be reduced.
Trained City personnel would properly maintain vaults (confined space entry), catch
basins, ponds, and various facilities in a safe manner especially in newer systems that
require more technical knowledge.
8. Prior to the transfer of all privately maintained water quality and flow control facilities,
the homeowner associations need to have the facility maintained to City standards so
that it functions as it was originally designed. If non -maintained facilities are turned
over to the City, more City funding would be needed to bring the facility up to City
standards and would require the program be implemented (hire staff and purchase
equipment) faster, resulting in a larger rate increase.
9. Takeover of stormwater management facilities in plats with public streets increases
the City's ability to properly operate, maintain, and make future improvements to the
facilities if needed.
Stormwater facilities in potential annexation areas:
King County currently owns and maintains stormwater flow control and water quality facilities
in the City's potential annexation areas. When these areas are annexed into the City, the City
assumes ownership and maintenance responsibilities of these facilities. The cost to maintain
these facilities is funded by the Surface Water Utility rate, which is paid by all customers in the
City, even those customers who live in plats that have homeowner associations that are
required to maintain the stormwater management facility in their plat.
The proposed Fairwood Annexation area contains approximately 77 stormwater facilities and
the proposed West Hill Annexation area contains approximately 16 stormwater facilities.
Within the Preserve Our Plateau Potential Annexation Area (PAA) there are approximately 21
stormwater facilities. The number of facilities maintained by King County within the City's PAA
will increase as new single-family residential plats are approved, constructed, and released
from bonding by King County.
Assumptions:
The following assumptions were used in analyzing the pond maintenance policy:
• The turnover of maintenance responsibilities to the City assumes the facilities are in
single-family plats with public right-of-way. This evaluation of the City taking over
stormwater maintenance facilities does not include plats that only serve private roads
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-9999 SSWM Plan\1116 SWUMP IssuePapers\Pond
Maintenance Takeover\1003 City Correspondence\100809 Util_Cmttee_Pond_Maint_Policy_lssue_Paper _STLverl.doc\STLtp
Mr. Don Persson, Council President
Page 4 of 6
September 8, 2010
and private residential structures, or stormwater facilities on commercial and industrial
properties.
• There are 213 facilities in plats that are currently owned and maintained by homeowner
associations with public streets that the City would over time assume responsibility to
maintain. The total number of stormwater management facilities in single-family
residential plats with public streets is 313. The City maintains 100 residential
stormwater management facilities. The City had previously assumed maintenance of 33
facilities prior to implementing the current policy and 48 facilities recently turned over
to the City from the Benson Hill annexation, seven facilities in the Aqua Barn -New Life
annexation, 10 facilities in the Liberty annexation, and two facilities from the
Springbrook annexation.
• This analysis assumes that the private facility inspection program will inspect all private
stormwater management facilities, record inspections, quantify deficiencies and
maintenance requirements, and enforce maintenance of deficient facilities. The private
facility inspection program would initially focus on inspecting the stormwater
management facilities in plats to document any required maintenance needed prior to
the transfer of maintenance responsibilities to the City.
• Prior to the private facilities being turned over to the City for maintenance, any
one-time 'catch-up' maintenance, repairs, access issues, and other deficiencies will be
the responsibility of the homeowner associations. This will minimize the City's
maintenance costs and have less impact on Surface Water Utility rates. The homeowner
associations have the option of bringing the facilities up to City maintenance standards
by hiring a private contractor or they can do the work themselves.
• It is not recommended that the City take over the facilities without having the
homeowner associations first bring the facility up to City maintenance standards,
since it would result in significantly higher costs and require immediate
implementation of the program.
• By having the homeowner associations bring the facilities up to City maintenance
standards prior to the City assuming maintenance of the facility, the City's cost to
assume maintenance of the facilities can be spread out over several years.
• In 2011, the process of legally transferring the facilities to the City for maintenance
would be started by the Surface Water Utility Engineering Section.
• The cost of hiring of maintenance staff and budgeting for the purchase and rental of
equipment would be phased in over time starting in 2012, depending upon how
rapidly facilities are transferred from homeowner associations to the City. In order
to implement the program, it is recommended that the 2012 budget include funding
to hire two full-time Maintenance Worker III positions and budget to hire four
part-time non -regular employees (summer help), funding to purchase a slope
mower with trailer, a one -ton flatbed truck and a dewatering pump. The 2013
budget would include funding to hire another two full-time Maintenance Worker III
positions, the purchase of another slope mower with trailer, and a one -ton flatbed
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-9999 SSWM Plan\1116 SWUMP IssuePapers\Pond
Maintenance Takeover\1003 City Correspondence\100809 Util_Cmttee_Pond_Maint_Policy_lssue_Paper _STLverl.doc\STLtp
Mr. Don Persson, Council President
Page 5 of 6
September 8, 2010
truck, along with the funding for rental of equipment, material disposal, and the
purchase of materials associated with the facility cleaning and repairs (see attached
Single-family Residential Plat Facility Maintenance Cost Summary).
• Costs to takeover maintenance of facilities will be further refined during each program
budget request period due to variability in yearly equipment rental, labor, materials and
quantities, and disposal costs.
• Newly constructed stormwater facilities in plats with public streets would also be taken
over by the City for maintenance upon completion of the two-year maintenance and
defect period following construction. Additional City maintenance staff and equipment
would be added over time as new facilities are constructed.
Summary of required program resources:
The following is a summary of the additional staff, equipment purchases, and other costs
associated with the City assuming maintenance of the 213 stormwater facilities in the City
that are currently in plats with public streets and are being maintained by homeowner
associations (see attached Single-family Residential Plat Facility Maintenance Cost
Summary):
• The annual additional staff needed for maintenance of these facilities in plats is
estimated to be four new FTEs and four seasonal laborers in the Surface Water Utility
Maintenance Section assuming little or no export of materials is needed. The estimated
annual staff cost is $376,000.
• New equipment needed includes two Harper slope mowers with trailers, two
dewatering pumps, and two one -ton flat bed trucks. The estimated initial purchase cost
of the equipment is $192,000. The estimated annual equipment purchase, 0&M, and
replacement cost is $64,600.
• The annual rental of equipment is estimated to be needed for two months, which
includes a dozer, a 10-yard dump truck, and a skid steer track machine. The estimated
cost for the temporary rental of equipment is $28,600.
• The estimated annual disposal and repair cost of facilities is $24,750. This total assumes
little or no extra disposal is needed for each facility that is assumed. The annual
material deposition rate in these facilities is variable and difficult to estimate. A budget
of $30,000 is estimated to purchase materials needed to make repairs to the facilities.
• The cost summary does not include newly constructed stormwater management
facilities in plats that would be turned over to the City to maintain after final plat
approval. As new facilities in single-family residential plats are constructed or become
the Surface Water Utility's responsibility to maintain due to future annexations, they
would be funded by the future revenues based upon the Surface Water Utility rate
needed to implement the program and would be included in the normal City's budget
process or as part of the budget adjustment associated with an annexation.
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-9999 SSWM Plan\1116 SWUMP IssuePapers\Pond
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Mr. Don Persson, Council President
Page 6 of 6
September 8, 2010
Summary of total cost and estimated rate increase:
• The approximate cost to inspect and maintain each additional facility is estimated to be
$3,361 annually.
• The total annual cost to assume maintenance of an additional 213 stormwater
management facilities to the current 100 facilities within single-family residential plats
with public streets is estimated to be $715,950.
• The total revenue increase needed to assume maintenance of the 213 stormwater
facilities is estimated to be 14.67%, which would add an average of $1.09 per month to
a typical single-family residential customer's Surface Water Utility bill. This is based
upon 2010 Surface Water Utility revenues.
• If the 2011 and 2012 Surface Water Utility revenue increases are approved as currently
proposed, the additional revenue increase required to fund the program to assume
maintenance of the stormwater facilities in plats will be reduced.
• If the Fairwood Annexation is approved, the additional revenue requirements to fund
this program would be further reduced due to the additional revenue that would be
collected from the new customers.
CONCLUSION:
The City should assume maintenance of stormwater facilities in single-family residential plats
that are currently owned and maintained by homeowner associations. Prior to the City
assuming maintenance of the existing stormwater management facilities in plats from
homeowner associations, the facility will have to be maintained to meet City stormwater facility
maintenance standards. The hiring of the maintenance staff and budgeting for the purchase
and rental of equipment and other costs would be phased in starting in 2012, depending upon
how rapidly facilities are transferred from homeowner associations to the City.
Attachment
cc: Lys Hornsby, Utility Systems Director
Mike Stenhouse, Maintenance Director
Richard Marshall, Surface Water/Wastewater Maintenance Manager
File
H:\File Sys\SWP - Surface Water Projects\SWP-27 - Surface Water Projects (CIP)\27-9999 SSWM Plan\1116 SWUMP IssuePapers\Pond
Maintenance Takeover\1003 City Correspondence\100809 Util_Cmttee_Pond_Maint_Policy_lssue_Paper _STLverl.doc\STLtp
Single Family Residential Plat Facility Maintenance Cost
Annual Staff Cost:
Assumed
Annual Salary
Number of
Grade and
& Benefit
Total Annual
Position
FTE's
Level
Cost
Cost
Maintenance Worker III
4
Al2, C
$88,000
$352,000
Part Time Non Regular Employees
4
NA
$6,000
$24,000
TOTAL
376,000
Equipment Cost:
Type of Equipment
Initial
Purchase
Cost
Equipment
Replacement
Life (years)
Annualized
Purchase
Cost
Annual
Replacement
Cost
Annual O&M
Cost
Total Annual
Cost
2 Harper Mower: Dew EZ mower
$90,000
5
$18,000
$18,000
$3,000
$39,000
2 Mower Trailer
$12,000
10
$1,200
$1,200
$600
$3,000
2- Dewatering Pumps
$10,000
10
$1,000
$1,000
$600
$2,600
2-One Ton Flat Bed
$80,000
10
$8,000
$8,000
$4,000
$20,000
TOTAL:1
$192,0001
1 $28,200128,200
8,200
64,600
Annual Equipment Rental Cost:
Duration o
Rental
Monthly Rental
Total Annual
Type of Equipment
(Months)
Rate
Cost:
Dozer
2
$4,500
$9,000
10-yd Dump Truck
2
$2,200
$4,400
Skid Steer Track Machine
2
$2,800
$5,600
Excavator Rental (with tracks)
2
$4,800
$9,600
TOTAL:
28,600
Annual Disposal Cost:
Disposal
Quantity
Disposal Cost
Estimated
Type of Cost
(Tons)
per Ton
Testing Cost
Total Cost
Disposal Cost (3 regional facilities only)
Annual Misc. Facility Repair and Material Cost: (Assumed) 30,000
IE: Fences, CB structure repairs, trash racks, bollards, signs, grates, rock material, soil, tank repairs, plant replacement, etc.
SUB TOTAL:
PER FACILITY COST:
$715,950 (for 213 addt'I facilities)
$3,361 /facility/year
H:\File Sys\SWP -Surface Water Projects\SWP-27 -Surface Water Projects (CIP)\27-9999 SSW Plan\1116 SWUMP IssuePapers\Pond Maintenance Task\1104 Reports
Calculations\2010 SF Plat Facility Maintenance Cost Est.xls
New Annexation Staffing and Resources Recommended Guideline
ISSUE:
How should the Surface Water Utility Engineering and Maintenance Staff and
equipment resources be increased to maintain service levels as a result of new service
area annexations into the City?
BACKGROUND:
The Surface Water Utility was created in 1987 as an entity within the Public Works
Department to implement the City's Surface Water Management (SWM) Program. At
that time, one of the main tasks of the Utility was to improve maintenance of existing
drainage facilities and solve flooding problems in Renton. Over the years the City has
annexed additional area into the City, but the number of maintenance workers and
engineering staff dedicated to maintaining that system has not necessarily increased
proportionately resulting in declining levels of service. Additional drainage infrastructure
and problems gets added to the system as a result of these annexations that needs to be
maintained and solved. The newly annexed areas increase engineering needs including
the following:
• customer service for drainage problem response,
• utility billing,
• storm system mapping,
• capital improvement projects,
• storm system planning,
• NPDES permitting requirements,
• technical assistance with other city programs, jurisdictions, and agencies,
• and compliance with other regulatory requirements in newly annexed areas.
The Maintenance Section is responsible for the following:
• cleaning storm systems,
• maintaining facilities,
• repairing facilities,
• inspecting public systems,
• and emergency response to newly annexed areas.
Historically this additional volume of engineering and maintenance work was absorbed
by the City's existing staff from roughly 1990 to 2007 without significant changes in full
time employees (FTEs). During this time there were a number of small annexations that
increased the City population. The following table shows the history of the City's
population and FTEs history from 1990 to 2019.
Surface Water
Utility
(Year)
City Population'
# Engineering
FTES2
# Maintenance
FTES2
1990
42,888
4.5
6.2
1991
43,199
4.5
6.2
1992
44,039
4.0
6.2
1993
44,303
5.0
6.2
1994
44,064
5.0
5.2
1995
44,332
5.3
5.2
1996
44,705
5.3
5.2
1997
45,264
5.3
4.7
1998
46,477
5.3
4.7
1999
47,540
5.3
4.7
2000
51,485
5.3
4.7
2001
51,140
5.3
4.7
2002
53,840
5.3
4.7
2003
54,900
5.3
4.7
2004
55,360
5.3
4.7
2005
56,840
5.3
4.7
2006
58,360
5.3
4.7
2007
60,290
5.3
4.7
2008
80,708
8.0
10.2
2009
83,650
8.0
11.2
2010
90,927
8.0
11.2
2011
92,590
8.0
11.2
2012
93,905
10.0
11.2
2013
95,332
8.0
13.2
2014
96,052
8.0
15.2
2015
102,567
9.0
15.2
2016
101,823
9.0
15.2
2017
103,026
9.0
15.91
2018
102,869
9.0
15.91
2019
103,074
9.0
16.24
Notes:
1. Based on US Census supplemented by data from City of Renton for years 1990-2011; Renton Community
and Economic Development Department, Economic Development Division data for years 2012-2019.
2. Provided by City of Renton, based on a review of annual reports for 1990-2011 and based on adopted
budgets for 2012-2019. FTEs do not reflect position vacancies.
Consequently, the overall level of service provided by the Utility declined from 1990 to
2007. Because the amount of maintenance and engineering work that can be performed
each year is relatively constant while the volume of infrastructure and stormwater
services needs are increasing, the result is a decreasing level of service for maintaining
the drainage system over time.
In 2008 the City annexed the 4.2 square mile Benson Hill area. At that time the City
performed an analysis to determine the drainage system maintenance requirements for
bringing this area into the City from King County including maintenance of stormwater
facilities in plats that were previously maintained by King County prior to annexation.
This analysis considered the differences in historical maintenance practices between the
City of Renton and King County as well as new maintenance standards needs of the
Department of Ecology's NPDES Phase II Municipal Stormwater Permit. This analysis
determined that 4 FTE maintenance workers would be needed to perform the required
drainage system maintenance of the 4.2 square mile area, or 0.95 FTEs per square mile.
An analysis for all of the Engineering Section Services to be provided to the Benson Hill
Annexation area was also performed. A total of 2.7 FTEs in the Surface Water Utility
Engineering Section was determined to be needed to serve the Benson Hill Annexation
area or 0.65 FTE per square mile. Note that even though FTEs were increased for the
Benson Hill area, there was no additional increase in the SWU capital spending plan to
fix any aging infrastructure in this newly annexed area. In addition, to maintain the
current level of service FTEs for each one square mile of newly annexed area, an
increase of $110,0001 per square mile is needed to be included in the capital
improvement budget to maintain the current level of service.
To maintain a level of service consistent with what was required for the Benson Hill
annexation it takes approximately 1 new maintenance worker, 0.65 new engineering
worker and $110,0001 included in the capital improvement budget per one square mile
of newly annexed area.
This guideline is intended to be applicable to annexed areas and not to the increase in
infrastructure and service needs due to new construction within existing City limits or
changes in policy regarding assumption of maintenance of facilities in single family plats.
The addition of new infrastructure and increased service needs to new construction
typically requires a different amount of maintenance work than annexed areas with
aging infrastructure. A recommendation to adjust staffing and equipment need to the
growth of infrastructure and service needs due to new construction within existing City
limits is being developed separately.
ASSUMPTIONS:
The primary assumption used in analyzing the proposed New Service Area Maintenance
guideline was using the number of FTE(s) per area of annexation for the Benson Hill
annexation as a basis for measuring the Utility's FTE level of service. In addition, the
Benson Hill area has had previous equipment evaluations that are used as average cost
1$166,218 in 2020 dollars
needs per square miles. Equipment needs evaluations should be analyzed separately for
each proposed annexation area.
ESTIMATED COST:
The approximate cost to add each new maintenance worker varies due to type
of work, classification grade levels, and employee's family dependence. Using
the July 2020 Union and City agreement rates for maintenance worker MWI to
maintenance worker MWIII the average annual mid level cost per employee
ranges from $53,172 to $64,824. Assuming an average benefit multiple of 1.5
for each employee, this would equate to $79,758 to $97,236 respectively or an
average of about $88,500 for 1 FTE per year.
• The approximate cost to add each new engineering employee varies due to type
of work, classification grade levels, and employee's family dependence. Using
July 2020 Union and City agreement rates for engineering specialist ES1 to civil
engineering CEIII the average annual mid level cost per employee ranges from
$64,128 to $95,232. Assuming an average benefit multiple of 1.5 for each
employee, this would equate to $96,192 to $142,848 respectively or an average
about $121,000. At 0.65 FTE, this cost would equal $78,700 per year.
Annexation of the Benson Hill area into the City required an additional
equipment maintenance cost of $242,000 per square mile annexed.
RECOMMENDATION:
The recommended guideline is to increase full time employees (FTEs) and estimated
equipment needs (in dollars per square mile) to the Surface Water Utility when a certain
amount of new area is added to the City through annexations. Based on the analysis
described above, it is recommended that 1.0 FTE be added to the Surface Water Utility
Maintenance Section and 0.65 FTE be added to the Engineering Section, plus and
$110,0001 to the capital improvement budget as resources to the Utility for each square
mile of new area annexed into the City. The FTE needs per square mile is consistent
with previous calculations for the Benson Hill Annexation. Each newly annexed area will
also require equipment needs to be evaluated separately depending on infrastructure
problems in that area. The request for new FTEs and equipment should be approved as
part of the annexation approval if the annexation is sufficiently large enough to warrant
the additional staff (>1.0 FTE) and equipment. Otherwise the smaller annexations will
be added cumulatively and a request for additional staff and equipment will be made as
part of the normal City budget process based upon this guideline. A financial analysis to
evaluate costs to serve and revenues generated from the annexed area would also need
review during annexation.
This guidance will be used by the Surface Water Utility to determine staffing and
equipment resources needed to serve new areas annexed into the City. Actual
equipment needs may vary depending on the equipment and drainage problems in the
annexed area.
1$166,218 in 2020 dollars
New Construction Infrastructure Staffing Recommended Guideline
ISSUE:
How should the Surface Water Utility Engineering and Maintenance Staff be increased after a
certain amount of new storm system infrastructure is constructed as a result of new
development, re -development, and new construction?
BACKGROUND:
The Surface Water Utility was created in 1987 to assist in implementing the City's Surface Water
Management Program (SWM Program). One of the main tasks of the Utility was to improve
maintenance of existing drainage facilities and solve flooding problems in Renton. Other
services the Surface Water Utility Engineering and Maintenance Service Sections provide are
keeping the storm system clean, maintaining records, mapping, planning, responding to
complaints, completing repairs and inspections, detecting and eliminating spills, managing
contracts and programs, designing, permitting, constructing both minor and major system
improvements, technical assistance to internal and external customers, coordinating with
regional partners, and providing emergency response.
During 1992 the City had approximately 165 miles of storm drain pipe. At that time there were
6.2 maintenance workers and 4.0 engineering workers providing Surface Water Utility services.
Although these workers maintained a number of different types of drainage facilities, the miles
of storm drain pipe is a simple and reasonable metric that is representative of the size of the
storm system as a whole. Based upon the 1992 data, the level of service provided by the utility
was 3.75 maintenance workers per 100 miles of pipe and 2.4 engineering workers per 100 miles
of pipe.
Between 1992 and 2007, the construction of new infrastructure has grown, yet the number of
full time Surface Water Utility Engineering and Maintenance employees remained the same
and did not keep pace with the growing infrastructure. In 2007, the City had staffing levels of
4.7 maintenance workers and 5.3 engineering workers dedicated to the Surface Water Utility.
By the end of 2007, the City's system had grown to 233 miles of storm drain pipe. As a result,
the level of service provided by the utility had dropped to 2.0 maintenance and 2.3
engineering workers per 100 miles of pipe. This means that the Utility was no longer able to
achieve the same level of service that was provided in 1992.
New storm drainage system infrastructure is added to the City's system within its current City
limits each year. This infill of drainage infrastructure is a result of new development,
redevelopment, street improvement projects, and drainage system improvement projects.
Over time, a significant amount of drainage infrastructure is added to the system that must be
managed by the Utility. Historically this additional volume of infrastructure and service
requirements has been absorbed by a fixed number of existing maintenance and engineering
staff and resources. Therefore the level of service that could be provided was fixed while the
volume of infrastructure increased overtime resulting in a decreased level of service.
In 2007, the City obtained coverage under the Department of Ecology's NPDES Phase II
Municipal Stormwater Permit for discharging stormwater from its system to waters of the
State. To be in compliance with this Permit, the City must implement multiple programs to
manage and control stormwater. The program requirements include:
• Reporting and Recordkeeping
• Stormwater Planning (new in 2019 permit)
• Public Education and Outreach
• Public Involvement and Participation
• Mapping and Documentation
• Illicit Discharge Detection and Elimination
• Controlling Runoff from New Development, Redevelopment and Construction Sites
• Operations and Maintenance including private facility inspections; and catch basin
or storm system cleaning
• Source Control for Existing Development (new in 2019 permit)
• And other NPDES requirements as the permit is revised
In order for the City to maintain the level of service that was established in 1992, it is necessary
for the Utility to maintain the minimum level of service of one new maintenance worker for
every 27 miles of storm pipe added and one new engineering worker when 41 miles of storm
pipe are added to the system. It should be understood that this metric will change over time
and will need to be revised periodically depending on new stormwater regulations. In addition,
while the lineal foot of pipe was selected as the basis for consideration, the City will also need
to assess other stormwater infrastructure increases. For example, there may be a large
increase in water quality treatment facilities as a result of new regulations. These water quality
facilities typically require more intensive maintenance. It is also recommended that while the
City focus on the length of pipe for this guideline, it should also track the maintenance demands
of other facilities such as water quality facilities.
This guideline is intended to be used to maintain the level of service provided by the Surface
Water Utility as the City grows due to new developments and redevelopments within the
existing City limits only. Surface Water Utility staffing and resource needs due to annexation
are being developed separately.
RECOMMENDATION:
It is recommended that the Surface Water Utility staffing level be increased by one new
maintenance FTE for 27 miles of added storm water pipe and one new engineering FTE for 41
miles of new storm water pipe added to the system inventory. The request for the additional
staffing due to additional new construction infrastructure would be proposed and approved as
part of the City's budget process.
BASIN REPORT CARDS
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Surface Water Utility
:. Black -
Plan Update Basin Report
Ca rd
_
WRIA 9 Green/Duwamish
`-'
�Renton City Limit
River
Sub -basins in the City of Renton:
" Ji_ _�
• Springbrook Creek (Mill Creek)
- _'� _-
t•'• lack •`: -� - � i.—
• Panther Creek
l t
r ,�
• South Renton/SW 7th
1 Lei �_... -
j
• Rolling Hills Creek
.. ?-= iw-�; „, 1-
Rent6
• Thunder Hills Creek
_
- `� . ,_ �.�.r.. _.;
i v
• Valley
Um
Basin Planning Status:
r,.`';
• Green Duwamish Watershed
Black River Basin
Nonpoint Action Plan (King County
� � 4
(close-up within
1991, updated in 2002)
i `=
'+ Renton)
• Black River Water Quality
---u-� =," 'e��,
A RI ICN,h
o^I I
Management Plan (Herrera
1993b)
• East Side Green River Watershed
.. Black River
Project Plan and Environmental
`en,��i
a �--- . Basin
Impact Statement (RW Beck
e -
1997a)
`'I ti
• Planned development of ST3
--4�x `! \
\
Transit Center (750 Rainier Ave S)
-_a
• Plan for Transit Oriented
Development (TOD) subarea
Water Quality Summary:
• Water Quality Index (WQI) in
\ Renton City Limit
Springbrook Creek system scored
'-
2 out of 100 (2006).
• 303(d) list for water quality
\
impairments for bioassessment,
temperature, bacteria, and
dissolved oxygen.
Fish Habitat Status:
• Juvenile coho, chum, winter
steelhead, and cutthroat have
been noted through the basin
(Harza 1995).
• Adult chinook were observed
spawning in Upper Springbrook
Creek in 2011.
Beneficial Uses:
• Viewing • Wildlife • Fisheries
Basin Issues/Concerns:
• System capacity issues, low gradient, and upstream erosion and subsequent downstream
sedimentation has resulted in flooding in multiple locations.
• System upgrades needed to replace deteriorating pipes in some locations.
• Rainier Pump Station/Oakesdale Pump Station upgrades are needed to ensure systems function
during flood events.
• Historically poor water quality conditions in Springbrook Creek.
Basin Hydrology (RW Beck 2007 and Gray & Osborne 2003)):
Source 2-Year 10-Year 25-Year 100-Year
(& basis for Peak Flows Peak Flows Peak Flows' Peak Flows'
existing land 20031 20031 20031 20031
Subbasin Name use) 2007 Future 2007 Future 2007 Future 2007 Future
South Renton Gray & N/A2 122 N/A2 165 N/A2 1856 N/A2 213
(SW 7th System) Osborne
(2003)
Springbrook Creek ESGRWP 457 756 931 1053 12764 1251 1197 1343
(at BRPS) 3 (2007)
Panther (at ESGRWP 67 119 130 149 152 174 197 226
SW 23rd St.) 3 (2007)
Rolling Hills (at ESGRWP N/A5 N/A5 148 1974 1994 186 261 330
1-405) 3 (2007)
Valley Subbasin ESGRWP 365 612 769 845 900 1003 1013 1139
(Springbrook (2007)
Creek at SW 23rd
St.)
1. These flows reflect a future "conveyance" event. There is also a "storage" event that reflects pumping limitations on the BRPS. For more
information, see ESGRWP Supplement (R. W. Beck, 2007).
2. Flows were estimated for future conditions only.
3. Flows are based on frequency analysis performed on Springbrook Creek at the BRPS. Individual frequency analyses have not been done.
4. Flows are higher because this event coincides with high flows in the Green, forcing BRPS to operate at a reduced rate, and thus affecting the
peak rate.
5. Peak flows for the 2-year recurrence interval were not available.
6. A subsequent report prepared by GHD modeled the 25-year future condition flow at 175.0 (Scenario 2A).
Source: ESGRWP Supplement (R. W. Beck, 2007) and SW 7th Street Storm Drainage Improvement Project (Gray & Osborne, 2003)
Surface Water Utility
• Plan Update Basin
Report Card
V - Renton
Cit imit
a._.._.
Lower Cedar j d
U
River Basin
(close-up
within
Y�}
. i� i ,ti ;. ky+ Fe ptarc- g pnlcx, cNFsiarni.�rs u9�A
Renton City Limit
--------,---
Lower Cedar
River Basin
WRIA 8 Cedar River/Lake
Washington
Sub -basins in the City of Renton:
• Tiffany/Ginger Creek
• Maplewood Creek
• Molasses Creek
• Madsen Creek
• Orting Hills
• Summerfield Creek
Basin Planning Status:
• Lake WA/Cedar/Sammamish
Watershed Chinook Samon
Conservation Plan (WRIA 8
Steering Committee 2005)
• Cedar River Basin Plan (King
County 1995b)
• Cedar River Current and Future
Conditions Report (King County
1993)
• Maplewood Creek Basin Plan
(Parametrix 1989)
• Future one-story redevelopment
project at former Bryant Motors
property (1300 Bronson Way N)
• Future mixed use development at
the Old City Hall (200 Mill Ave S.)
Water Quality Summary:
• Water Quality Index (WQI) near
mouth scored 75 out of 100 (2006)
• 303(d) list for water quality
impairments for temperature, pH,
and dissolved oxygen.
Fish Habitat Status:
• Lower Cedar River mainstem
provides spawning habitat for
chinook, coho, kokanee, and
sockeye salmon and steelhead,
bull, and cutthroat trout.
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Major flooding in lower Cedar River, partly due to sediment accumulation.
• System capacity, flooding, and erosion issues in Maplewood Creek.
• Sedimentation, erosion, and flooding in Madsen Creek.
• Fish passage in vicinity of Fairwood golf course on Madsen creek tributary.
• Habitat protection and restoration along lower Cedar River.
Basin Hydrology (King County 1993, Parametrix 1989, HDR 1995):
2-Year 10-Year 25-Year 100-Year
Subbasin Name Peak Flows Peak Flows Peak Flows Peak Flows
1993 Future' 1993 Future' 1993 Future' 1993 Future'
Lower Basin (Outfall)2 N/A 5,940 N/A N/A N/A 12,000 N/A
Tiffany/Ginger Creek3 63 69 101 111 121 134 152 172
Maplewood4 59 132 104 207 135 257 197 349
Molasses3 96 130 153 200 180 238 220 299
Summerfield3 4 7 7 10 8 13 9 16
Orting Hi113 54 88 93 136 114 160 147 195
Madsen3 132 156 217 251 262 302 331 382
1. Future condition flows were predicted in 1993 assuming no regulatory stormwater runoff controls such as retention/detention and
infiltration systems for new development.
2. Flows calculated by King County in March 2000 with HEC-RAS
3. Flows calculated using HSPF
4. 1993 flows reviewed and updates by King County in 1995. Future Flows calculated using HEC 1 by Parametrix
Sources: Cedar River Current and Future Conditions Report (King County, 1993). Comprehensive Storm Water Plan, Maplewood
Creek Basin Plan (Parametrix, 1989). City of Renton Surface Water Utility Comprehensive Plan (HDR, 1995).
Surface Water Utility
• Plan Update Basin
Report Card
Renton C�y Limit
`t7
Ranbn �
East Lake
Washington Basin
WRIA 8 Cedar River/Lake
Washington
Sub -basins in the City of Renton:
• John's Creek
• Kennydale Creek
Basin Planning Status:
• Lake WA/Cedar/Sammamish
Watershed Chinook Samon
Conservation Plan (WRIA 8
Steering Committee 2005)
• Renton/Lake Washington Pollution
Abatement Program (RW Beck,
1993, Herrera 1993, and Herrera
1994).
• Cedar River Current and Future
Conditions Report (King County
1993)
• Maplewood Creek Basin Plan
(Parametrix 1989)
• Planned development on vacant
commercial land at 745 Park Ave
N.
• Two future mixed -use projects at
Sunset Terrace
• Potential development of assisted
living facilities near the VMAC
Water Quality Summary:
• 303(d) list for bacteria at Gene
Coulon Park on Lake Washington.
Fish Habitat Status:
• Reduction in natural shoreline
vegetation, woody debris, and
cover for fish.
• Docks, piers, and other floating
structures provide habitat for non-
native predatory species that put
pressure on juvenile salmonid
populations.
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Bank armoring along shoreline has reduced shallow water habitat in Lake.
• Poor sediment quality due to legacy pollutants and transported material from upstream to Lake
Washington influences lake ecology.
• Sedimentation, erosion, and flooding in John's Creek surface and stormwater system.
• Flooding, capacity, and system layout issues in Kennydale area.
• Localized flooding in multiple locations due to culvert, ditch, and pipe capacity issues and
sedimentation.
Basin Hydrology (HDR 1995 [South Kennydale], Parametrix 2007 [Gypsy/SE 44thStreet Exit], and BHC
2007 [John's Creek]):
2-Year Peak 10-Year Peak 25-Year Peak 100-Year Peak
Flows Flows Flows Flows
Subbasin Name 1995 Future' 1995 Future' 1995 Future' 1995 Future'
South Kennydale 1 0.3 1.2 .9 2 1.2 2.5 1.7 3
South Kennydale 2 3.7 4.1 6.6 7.2 8.4 9 10.2 10.8
South Kennydale 3 5.0 8.6 9.9 14.5 13 17.9 16.2 21.4
South Kennydale 4 6.4 15.5 14.6 27.7 20.3 35.2 26.5 43.1
West Kennydale 29.8 Same 60.6 Same 79.0 Same 97.8 Same
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/ detention and infiltration
systems for new development. Therefore, these future condition predictions are likely overstated.
Source: (HDR 1995)
25-Year Peak 100-Year Peak
Flows Flows
Subbasin Existing Existing
Name (2005) Future (2005) Future
Gypsy (SE 441h - 159.5 145.4 198.2
St Exit)'
1. From Ripley Lane Drainage Improvement Project (Parametrix,
2007); values determined using Stormshed.
25-Year
Peak 100-Year
Outfall Name Flows Peak Flows
Johns Creek (at upstream Outfall) 4.0 4.3
North 6th Street Outfall to Cedar
5.0 5.0
River
Logan Ave Outfall to Cedar River 24.4 28.2
Cedar River Park Outfall to Lake 75.2 86.6
Washington
Source: South Lake Washington Roadway Improvement Drainage Report
(BHC, 2007)
Surface Water Utility-
• Plan Update Basin
Report Card
.. :.
Total Area in
Renton
WRIA 8 Cedar River/Lake
Washington
Sub -basins in the City of Renton:
Cy it
• West Hill
Basin Planning Status:
• Renton/Lake Washington Pollution
- _ -
Abatement Program (RW Beck,
-
1993, Herrera 1993, and Herrera
1994).
Water Quality Summary:
l-
West Lake
• No data.
Washington Basin
Fish Habitat Status:
• No data.
Beneficial Uses:
• Viewing • Boating • Swimming
• Fisheries • Wildlife
Basin Issues/Concerns:
• Highly urbanized, water quality concerns.
Basin Hydrology (HDR 1995):
1993
Subbasin 2-Year 10-Year 25-Year 100-Year
Name Peak Flows Peak Flows Peak Flows Peak Flows
West Hill 84 155 196 240
Surface Water Utility Plan
Update Basin Report Card
Renton City Limit
May Creek Basin (close-up within Renton)
hstar Geogra�hiFs,�
A GRID IGN. afia t e GIS User Conhnun.ty
F
Renton CifaLimit
L
Renton
May Creek Basin
WRIA 8 Cedar River/Lake
Washington
Sub -basins in the City of Renton:
• Honey Creek
• Gypsy Creek
• Greenes Creek
Basin Planning Status:
• May Creek Current and
Future Conditions Report
(King County 1995a)
• May Creek Basin Action Plan
(King County 2001)
Water Quality Summary:
• Water Quality Index (WQI)
score 61 out of 100 (2017)
• 1979 — 2004 Trend Analysis
(King County 2014)
Temperature, conductivity,
ammonia nitrogen increased.
Total suspended solids (TSS),
nutrients, pH decreased.
Fish Habitat Status:
• Habitat elements that
support coho and sockeye
salmon, sea -run cutthroat
trout, steelhead, and
rainbow trout.
• Spawning habitat at
confluences between
tributaries and mainstem.
• Habitat complexity lacking
large woody debris (King
County 2001).
Beneficial Uses:
• Viewing
• Fisheries
• Wildlife
Basin Issues:
• Erosion from outfalls entering May Creek (NE 361h Street) and Honey Creek (various locations).
• System capacity (ditches and pipes) in vicinity of NE Sunset Boulevard.
• Landslides and localized erosion along May and Honey creeks in several locations (King County,
2001)
Basin Hydrology (King County 1995a):
2-Year 10-Year 25-Year 100-Year
Peak Flows Peak Flows Peak Flows Peak Flows
Tributary Name 1995 Future' 1995 Future' 1995 Future' 1995 Future'
Lower May Creek 341 452 556 706 666 845 835 1069
Honey Creek 63 81 85 101 95 110 109 123
Gypsy Creek 16 25 25 39 30 47 38 60
1. Future condition flows were predicted in 1995 assuming no regulatory stormwater runoff controls such as retention/detention and infiltration
systems for new development. Therefore, these future condition predictions are likely overstated.
Source: May Creek Current and Future Conditions Report (King County 1995a)
Surface Water Utility
• Plan Update Basin
Report Card
�1< WRIA 9 Green/Duwamish
Rentp�ty)" "it Soos Creek River
1f Basin (close-upSub-basins in the City of Renton:
RrWOn, 111 % _ within Renton) • None
__ ti
.c� � , Basin Planning Status:
"" \ ��� • Habitat Limiting Factors and
Reconnaissance Assessment
-' Report (King County 2000)
Soos Creek Basin Plan (King County
1992)
Water Quality Summary:
j J \, ` ` • 303(d) list for water quality
1
tl- _.` .�._. impairments for bacteria and
dissolved oxygen downstream of
M Renton.
Renton City Limit Fish Habitat Status:
• Lack of large woody debris in Soos
Creek basin system.
` �t • Degraded salmon habitat due to
channel incision and excessive
` sedimentation.
Beneficial Uses:
• Viewing
• Wildlife
Soos Creek Basin • Fisheries
�1
Basin Issues/Concerns:
• Water quality issues in the watershed. Unknown water quality problems in Renton portion.
• Habitat degradation in downstream watershed outside City limits.
Basin Hydrology (King County 1992):
2-Year 10-Year 25-Year 100-Year
Subbasin Name Peak Flows Peak Flows Peak Flows Peak Flows
1992 Future 1992 Future 1992 Future 1992 Future
Big Soos Creek 50 78 81 120 N/A N/A 124 178
APPENDIX C
COST ESTIMATES
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Appendix C
Cost Estimates
Cost estimates were developed a number of ways including; prior studies, City input,
and previous cost estimates developed for the 2009 plan based on field reconnaissance
of problem areas. For the projects where planning -level cost estimates were available
in 2007, or if project costs were previously developed in an earlier study or design
project, those costs were escalated to 2007 dollars using a yearly inflation factor of 2.5
percent. Because of the economic downturn, the cost using 2007 dollars was not
changed and assumed to be equivalent to 2012 dollars. Costs were escalated from
2012 to 2020 dollars using a yearly inflation factor of 3.5%.
This appendix is organized as follows:
■ Appendix C-1 lists all flooding problems and identifies whether the project has
cost backup and whether the backup is in Appendix C-2 or Appendix C-3. Projects
are organized by basin. In some cases, cost estimates were provided by the City
and there is no backup available.
■ Appendix C-2 includes the projects where project costs were developed in prior
studies. This table lists the study or report that contains the estimate, the year of
the estimate, and the inflated cost.
■ Appendix C-3 includes projects where there is detailed backup. Note that
although detailed spreadsheets were prepared for these projects, several project
estimates were based upon field reconnaissance only without any engineering
analysis and therefore costs should be considered conceptual. Projects that have
been removed by the City for the 2020 update have been crossed out, and costs for
the remaining projects have been escalated to 2020 dollars.
APPENDIX C-1 FLOODING COST ESTIMATES BACKUP SOURCE SUMMARY
Table 6-3a MAY CREEK BASIN: FLOODING PROBLEMS
Previous GIS ID If
Current GIS ID it
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
May Creek Outfall @ NE
NE 36th Street Outfall to May Creek (near
No backup needed; cost estimate provided by City and based on
42
411
36th Street
Lincoln Avenue NE
$658.000
No Backu
comparable outfall projectby city.
May Creek Outfall @ NE
No backup needed; cost estimate providy City and based on
ed b
40
421
30th Street
Outfall at NE 30th Street into May Creek
$658,000
No Backu
comparable outfall pro. b city
Honey Creek Outfalls
Honey Creek Slope Outfalls (Various
No backup needed; cost estimate provided by City and based on
41
431
Plan
Locations
$263.000
No Backu
comparable outfall project b city.
NE Sunset Blvd at Union
NE Sunset Boulevard (Union Avenue NE to
103
456
Avenue NE
Duvall
$2,250,000
No Backu
No backup needed; cost estimate Provided by City in 6-year CIP.
Table 6-31, EAST LAKE WASHINGTON BASIN:
FLOODING PROBLEMS
Previous GIS ID If
Current GIS ID It
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
John's Creek Culverts
John's Creek Sediment (Park Avenue /
1
506
Sediment Cleanin
Lake Washington Boulevard
$165,000
Appendix C-2
John's Creek Oudall
152
511
Culvert Crossin s
Locatad at entrance to Gene Coulon Park
$1,200,000
No Backu
Cost estimate Provided by City via July 22. 2009 Steve Lee email.
South Lake Washington
Roadway Improvement
Pipe Replacement Project from the Landing
2
516
Outfall to John's Creek
Project to John's Creek Outfall
$988,000
Appendix C-3
JOhnS Creek Outfall - NE
8th Street to Houser
NE 8th Street to Houser Way N. (1-405 to
151
521
Way N.
Johns Creek Ouffell)
$1,450,000
Appendix C-3
Kennydale Master
Kennydale Master Drainage Plan (Example:
74
531
DrainagePlan
N 30th Street and Burnett Avenue N.)
$395,000
Appendix C-3
East Lake Washington
Blvd and NE 28th Street
East Lake Washington Blvd and NE 28th
155
541
Drainage
Street
$329,000
Appendix C-3
Meadow Avenue North
Kennydale Creek Culvert Crossings (at
Culvert on Kennydale
Meadow Avenue N. & N. 28th Street),
157
546
Creek
Jones Avenue NE Culvert Crossing)
$2,630,000
Appendix C-3
Jones Avenue NE and
Blueberry Farm at NE 20th Street and west
158
551
NE 20th Street
Of Aberdeen
$336.000
Appendix C-3
Jones Ave NE/ NE 43rd
Street Culvert and Stomr
156
566
System improvements
Jones Avenue NE and NE 43rd Street
$922,000
No Backu
Cost estimate provided by City via July 22, 2009 Steve Lee email.
Lincoln Avenue NE
70
571
Culvert Im rovements
Lincoln Avenue NE and NE 43rd Place
$198,000
No Backu
Cost estimate provided by City via July 22, 2009 Steve Lee email.
Table 6-3c West LAKE WASHINGTON BASIN:
FLOODING PROBLEMS
Previous GIS ID If
Current GIS ID #
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
Black River Box Culvert
Black River Box Culvert - Major
No backup needed; cost estimate is provided by City, and based
94
621
Maintenance
Maintenance
$1.320,000
No Backu
I upon possibilityof contaminated soils.
Table 6-3d CEDAR RIVER BASIN: FLOODING
PROBLEMS
Previous GIS ID If
Current GIS ID #
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
Lower Cedar River Sediment Management
Cedar River Gravel
Project- (From Williams Avenue Bridge to
202
101
Removal Project
N. Boein Bride)$14,966,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Monroe Avenue NE and
132
111
NE 2nd Street
301 Monroe Avenue NE
$6,350,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Ginger Creek/Cascade
SE 162nd Street to Cedar River Pipeline
55
116
Park Basin Plan
Cascade Park(Tiffany Park Culvert
$350,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Lower Maplewood
Lower Maplewood Creek (Behind
Conveyance
Maplewood Glen and north Of Maple Valley
117
121
Im rovements
Highway)
$557,000
Appendix C-2
NE 4th Street Culvert Crossings (@ Union
NE 4th Street Crossing
Avenue NE, East of Duvall, 5400 Block of
at Maplewood Creek
NE 4th Street) - (Headwaters of Maplewood
105
146
Stud
Creek
$336,000
Appendix C-3
East Fork Maplewood
Along NE 2nd and between 1Oth Place SE
118
151
Creek at NE 2nd Street
and 142nd Avenue SE
$421,000
No Backu
City Estimate Provided
Maplewood Creek Basin
Maplewood Creek Basin Improvements
100K
156
Improvements
From Heather Downs to Sediment Basin
$1,030,000
Appendix C-2
Madsen Creek
Sedimentation Basin
Madsen Creek (upstream of Renton -Maple
3028187
302 and 187
Cleanin
Valle Road
$926,000
No Backu
No backupneeded; cost estimate provided b Cityin 6-year CIP.
Lower Madsen Creek Reach (Madsen
Madsen Creek
Creek Sedimentation Basin to the Cedar
210
187 and 302
Improvement Project
River)
$1,221,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Maplewood Creek
Sediment Facility
Maplewood Creek Sedimentation Facility
303
303
Maintenance
Maintenance
$1,233,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Along S 2nd Street, S 3rd Street and their
Downtown Storm
cross streets between Rainier Ave S and
299
System Improvements
Mills Ave S.
$6,917,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Table 6-3e BLACK RIVER: FLOODING
PROBLEMS
Previous GIS ID If
Current GIS ID It
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
Hardie Avenue S
Underpass and SW 7th
SW 7th Street (from Powell to Naches Ave
207
Storm System
SW, or along Neches Avenue via SW 7th
&138
211 and 215
Im rovements
Street)
$1,735,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
SW 4th Place and Maple
Avenue SW Drainage
208
213
Analysis
SW 4th Place and Maple Avenue SW
$395,000
Appendix C-3
Rainier Pump Station
No backup needed; cost estimate provided by City, done in-house
50
1 217
Pump Station Upgrades.
Rainier Pum Station
$700,000
No Backu
with manufacturer.
North Talbot Hill Dminage System (Lake
North Talbot Hill
Avenue S, S 19th Street, Davis Avenue S
139
231
Drainage Improvements
and Shattuck Avenue S.)
$1,210,000
endix C-3
Puget Drive South and
Benson Road Ouffalls
Puget Drive South and Benson Road:
No backup needed; cost estimate provided by City, based on
64
234
Stud
Various Ouffalls
$198,000
NO Backu
historical experience
Talbot Road Culvert
Talbot Road between Grady Way and I-405
237
Im rovements
near Southwest corner of Sam's Club
$527,000
No Backu
Estimate Provided by City of Renton
Puget Drive SE at
Rolling Hills Avenue
Puget Drive SE (between Rolling Hills Ave
65
240
Culvert Crossing
SE)
$388,000
pendix C-3
SW 23rd Street Dminage
and Fish Passage
SW 23rd Street between SR-1 and
245
Improvements
S rin brook Creek
$1,780,000
NO Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Springbrook Creek Old
Bridge Removal at SW
Springbrook Creek and Removal of Old
204
251
27th Street
Bride North of SW 27th Street
$105,000
Appendix C-3
East Valley Road Storm
East Valley Road Between SW 29th Street
134
256
System Improvements
and SW 23rd Street
$550,000
No Backup)
No backup needed; cost estimate provided by City in 6-year CIP.
Previous GIS ID #
Current GIS ID It
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
Shattuck Avenue South
Shattuck Avenue S and S 37th Street
99
263
and S 37th Street Outfall
Outfall Runoff from Talbot Road S.
$101,000
Appendix C-3
Talbot Road South
Talbot Road South drainage problems (at S.
No backup needed; cost estimate provided by City, based on
62
265
Drainage Study
37th Street and Talbot Creek Drive South)
$198,000
No Backup)
historical ex enence
Talbot Road South @
187
269
Panther Creek Outfall
Talbot Road S. Panther Creek Culverts
$790,000
Appendix C-3
Springbrook Creek
Wetland and Habitat
Springbrook Creek Wetland (Springbrook
205
271
Mi8 ation Bank
Creek Wetland and Habitat Mitigation Bank)
$922,000
No Backup)
No backup needed; cost estimate pro,,ided by City in 6-year CIP.
Oakesdale Avenue / SW
41 st Street Culvert
Oakesdale Avenue SW and SW 41st Street
92
275
Re lacement
Culvert Replacement)
$1,710,000
Appendix G-2
SW 43rd Street Storm
135 and 209
1 279 and 281
Improvements
SW 43rd Street and Lind Ave
$4,000,000
No Backup)
No backup needed; cost estimate provided by City in 6-year CIP.
S 178th Street Drainage
S 178th Street storm drain system north of
282
Connection
S Carr Road
$362,000
No Backup)
Estimate Provided by City of Renton
BE 190ih Street
213
285
Drainage Im rovement
BE 190th Street near 103rd Place SE
$108,000
Appendix G3
S. 55th Street and Talbot
Rd. S. Dainage
287
Im rovement Pro act
S. 55th Street and Talbot Rd. S.
$120,000
No Backup)
Estimate Provided by City of Renton
Wells Ave S Drainage
Mid black of Wells Ave S between Houser
TBD
998
Improvement Project
WayS and S 4th S[
1 $300'000
No Backup)
Estimate Provided by City of Renton
Along S 2nd Street, S 3rd Street and their
Downtown Storm
cross streets between Rainier Ave S and
See Cost in Cedar River
299
S stem Im rovements
Mills Ave S.
Basin
No Backup)
No backup needed; cost estimate provided by City in 6-year CIP.
Table 6-3f Sons Creek: FLOODING
PROBLEMS
Previous GIS ID If
Current GIS ID If
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
SE 172nd St & 125th
Half a black of 122nd Ave SE, 123rd Ave
Ave BE Green
SE, 124th Ave SE and 125th Ave SE, north
Stormwster
of SE 172nd St, and two blacks of SE
Infrastructure Design
172nd st.Mid block of 125th Ave BE
185
Project
between BE 168th St. and SE 172nd St.
$3,476,000
No Backu
No backup needed; cost estimate provided by City in 6-year CIP.
Table
63g CITYWIDE SMALL DRAINAGE PROBLEM
PROJECTS: FLOODING PROBLEMS
Previous GIS ID If
Current GIS ID #
ESTIMATED COST
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
PROJECT NAME
APPROXIMATE LOCATION
(2020 escalated costs)
Backup Source
Explanation (if No Backup)
Miscellaneous and
Emergency Storm
Various Locations
Various Locations
Pro ects
$527,000
No Backup)
No backup needed; cost estimate provided by City in 6-year CIP.
238
16501 Benson Rd S
16501 Benson Rd S
$66,000
No Backup)
Estimate Provided by City of Renton
Talbot Rd S and S 34th
PI Stormline Repair
268
Project
3400 block of Talbot Rd. S.
$204,000
No Backup)
Estimate Provided by City of Renton
Sunset Blvd N/Aberdeen
Ave NE /NE 10th St.
Sunset Blvd NE and NE 10th St intersection
555
Storm Repair Project
with NE 1 Oth St.
$198,000
No Backup)
Estimate Provided by City of Renton
BE 182nd St Storm
999
System
From 114th Ave BE to 112th Ave BE
$300,000
(No Backup)
Estimate Provided by City of Renton
Assumption
Assumes cost escalate equals to 3.5 % per year from 2009 to 2020 $53,773,000
APPENDIX C-2 FLOOD PROTECTION PROJECTS
Previous GIS ID #
Current GIS ID #
1995 ProjectCost
from Previous
Year of Previous
2020 Escalated
(2009 Appendix)
(in Word Ch6, 2012 & 2020)
Project Name
LOCATION
BASIN NAME
1995 PS-#
ID or other
Source
Cost
Cost
Data Source
John's Creek Culverts
John's Creek Sediment (Park
1
506
Sediment Cleaning
Avenue / Lake Washington
EAST LAKE WASH (South)
2007 City CIP
$ 125,000
2007 CIP
$165,000
Boulevard)
Lower Maplewood
Lower Maplewood Creek
City 1995
117
121
Conveyance
(Behind Maplewood Glen and
CEDAR RIVER
PS-15
Comprehensiv
$ 325,000
1995
$557,000
Improvements
north of Maple Valley Highway)
a Plan
Maplewood Creek Basin
Maplewood Creek Basin
100K
156
Improvements
Improvements (From Heather
CEDAR RIVER
City 2007 CIP
$ 850,000
2007-2012 CIP
$1,030,000
Downs to Sediment Basin)
Oakesdale Avenue / SW
Oakesdale Avenue SW and
EGRWP1997
92
275
41st Street Culvert
SW 41st Street (Culvert
BLACK RIVER
PS -36
,
$ 1,035,000
1997
$1,710,000
Replacement
Replacement)
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#157 Kennydale Creek at Meadow Avenue North Culvert - Preliminary
Study, Design, & Construction
PROJECT:
BASIN: East Lake Washington
BY: John Featherstone CHECKED BY: M. Giseburt
DATE: 6/8/2009 DATE:
2008 Unit
Material Description
Unit
cost
Quantity
Amount
48" DIA. HDPE PIPE; CB TYPE 2 72" PER 150 LF
LF
$159
500
$ 80,000
48" DIA. HDPE PIPE; BORING; CB TYPE 2 72" PER 150 LF
LF
$1,543
500
$ 770,000
JACKING AND RECEIVING PITS
EA
$45,795
2
$ 92,000
INCIDENTALS
LS
$ 83,000
1
$ 83,000
SUBTOTAL
$ 1,025,000
OTHER ITEMS AND CONTINGENCY
50%
$ 512,500
Construction Subtotal
$ 1,537,500
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 461,250
Project Subtotal
$ 1,998,750
Project Subtotal (Rounded) $ 2,000,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 2,000,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#157] Page 1 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#158 Blueberry Farm at Jones Ave NE and NE 20th
Street
PROJECT:
BASIN: East Lake Washington
BY: John Featherstone CHECKED BY: M. Giseburt
DATE: 6/8/2009 DATE:
2008 Unit
Material Description
Unit
cost
Quantity
Amount
24" DIA. HDPE PIPE; CB TYPE 2 48" PER 150 LF; PVMT RESTOR
LF
$145
900
$ 130,000
SUBTOTAL
$ 130,000
OTHER ITEMS AND CONTINGENCY
50%
$ 65,000
Construction Subtotal
$ 195,000
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 58,500
Project Subtotal
$ 253,500
Project Subtotal (Rounded) $ 253,500
2008 Dollars Total Estimated Project Cost (Rounded)
$ 255,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#158] Page 2 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
PROJECT: #74 Kennydale Master Drainage Plan (MDP)
BASIN: East Lake Washington
BY: Brian Blacketer CHECKED BY: D. Pacanovsky
DATE: 2/12/2007 DATE: 2/15/2007
Material Description
Unit
2007 Unit
cost
Quantity
Amount
ENGINEERING
SURVEY
LS
LS
$270,000
$30,000
Subtotal
$ 270,000
$ 30,000
$ 300,000
Project Subtotal (Rounded) $ 300,000
2007 Dollars Total Estimated Project Cost (Rounded)
$ 300,000
Comment
Enlarge Existing Bioswale
Step 1
3 Detailed Cost Estimates.xls [#74] Page 3 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#155 East Lake Washington Blvd and NE 28th Street
Drainage Master Drainage Plan
PROJECT:
BASIN: East Lake Washington
BY: John Featherstone CHECKED BY: M. Giseburt
DATE: 6/8/2009 DATE:
Material Description
Unit
2007 Unit
cost
Quantity
Amount
ENGINEERING/OTHER
LS
$250,000
1
Subtotal
$ 250,000
$ 250,000
Project Subtotal (Rounded) $ 250,000
2007 Dollars Total Estimated Project Cost (Rounded)
$ 250,000
Comment
3 Detailed Cost Estimates.xls [#155] Page 4 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#151 John's Creek Outfall - NE 8th to Houser
PROJECT:
BASIN: East Lake Washington
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
2007 Unit
Material Description
Unit
cost
Quantity
Amount
48" DIA. CMP PIPE; CB TYPE 2 54" PER 300 LF; PVMT RESTOR
LF
$184
2500
$ 460,000
REINF CONC BOX CULVERT 22' SPAN x 4' RISE
LF
$1,740
60
$ 100,000
SUBTOTAL
$ 560,000
OTHER ITEMS AND CONTINGENCY
50%
$ 280,000
Construction Subtotal
$ 840,000
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 252,000
Project Subtotal
$ 1,092,000
Project Subtotal (Rounded) $ 1,092,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 1,100,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#151] Page 5 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#2 South Lake Washington Roadway Improvement
Outfall to John's Creek
PROJECT:
BASIN: East Lake Washington
BY: John Featherstone CHECKED BY: M. Giseburt
DATE: 6/19/2009 DATE:
2008 Unit
Material Description
Unit
cost
Quantity
Amount
60" DIA. CMP PIPE
LF
$181
100
$ 18,000
84" DIA CB
EA
$10,320
2
$ 21,000
48" DIA. CMP PIPE; BORING AND JACKING
LF
$1,400
50
$ 70,000
EX 60" DIA CULVERT SEDIMENT REMOVAL
CY
$500.00
400
$ 200,000
SUBTOTAL
$ 309,000
Easement Re-linquish and Acquisition
EA
$ 20,000.00 1
$ 20,000
Contaminated excavation contingency
30%
$ 92,700
OTHER ITEMS AND CONTINGENCY
50%
$154,500.00
Construction Subtotal
$ 576,200
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 172,860
Project Subtotal
$ 749,060
Project Subtotal (Rounded) $ 750,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 750,000
Comment
Estimate based on 6/17/09 conf call with
Steve Lee
3 Detailed Cost Estimates.xls [#2] Page 6 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
PROJECT: #105 NE 4th St - Preliminary Study
Cedar River
BASIN:
BY: Brian Blacketer
DATE: 2/12/2007
CHECKED BY: D. Pacanovsky
DATE: 2/15/2007
2007 Unit
Material Description
Unit
cost
Quantity
Amount
ENGINEERING
LS
$200,000
1
$ 200,000
SURVEY
LS
$20,000
1
$ 20,000
Subtotal
$ 220,000
CONTINGENCY
10%
$ 22,000
Construction
Subtotal
$ 242,000
PERMITTING
5%
$ 12,100
Project Subtotal (Rounded) $ 254,100
2007 Dollars Total Estimated Project Cost (Rounded)
$ 255,000
Comment
Estimate based on field reconnaissance and
no available storm drain system information
3 Detailed Cost Estimates.xls [#105] Page 7 of 16 Printed: 11/3/2009
APPENDIX C-3
City of Renton CIP Cost Estimate
PROJECT #116 Ginger Creek/Cascade Park Basin Plan
(2020):
BASIN: SOOs Creek
Material Description
Unit
Unit cost
Quantity
Amount
Basin Plan Development
$ 350,000
2020 Dollars Total Project Cost Provided by City in 6-Year CIP
$ 350,000
Comment
3 Detailed Cost Estimates.xls [#116] Page 8 of 16 Printed: 12/3/2020
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
PROJECT: #99 Shattuck Ave
BASIN: Black River
BY: Brian Blacketer CHECKED BY: D. Pacanovsky
DATE: 2/12/2007 DATE: 2/15/2007
Material Description
Unit
2007 Unit cost
Quantity
Amount
CLEARING AND GRUBBING
SF
$2
500
$ 1,200
RIPRAP, 2 IN TO 6 IN QUARRY SPALLS
TN
$35
0.25
$ 9
QUARRY SPALLS
TN
$55
0.25
$ 14
CATCH BASIN TYPE 1
EA
$1,600
1
$ 1,600
12" DIA. HDPE PIPE
LF
$100
90
$ 9,000
SUBTOTAL
$ 12,000
OTHER ITEMS
DEWATERING/BYPASS FLOWS
10.0%
$ 1,200
EROSION & SEDIMENTATION CONTROL
20.0%
$ 2,400
SURVEY
2.0%
$ 240
CONTINGENCY
30%
$ 3,600
Subtotal
$ 28,440
MOBILIZATION (GENERAL REQUIREMENT)
10%
$ 2,844
Construction Subtotal
$ 31,284
STATE SALES TAX
8.8%
$ 2,753
ENGINEERING
LS
$20,000 1
$ 20,000
CONSTRUCTION MANAGEMENT
20.0%
$ 6,257
PERMITTING
20.0%
$ 6,257
Project Subtotal
$ 44,000
Project Subtotal (Rounded) $ 44,000
LAND ACQUISITION/EASEMENT LS $20,000 1 $ 20,000
ADMINISTRATIVE COSTS PARCEL $7,000 1 7,000
CONTINGENCY 30% $ 6,000
2007 Dollars Total Estimated Project Cost (Rounded)
$ 77,000
Comment
For slope around pipe.
For outfall
For outfall
Structure to tie existing pipe and new HDPE together
Cost taken from Idlewood Creek design
Possible wetland issues by creek
For easement or possible replacement to property
that has been eroded already
3 Detailed Cost Estimates.xls [# 99] Page Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#139 North Talbot Hill Drainage Improvements
PROJECT:
Black River
BASIN:
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
2007 Unit
Material Description
Unit
cost
Quantity
Amount
PRELIMINARY ENGINEERING ANALYSIS
LS
$250,000
1
$ 250,000
SURVEY
LS
$20,000
1
$ 20,000
PRELIMINARY ENGINEERING SUBTOTAL
$ 270,000
18" DIA. SMOOTH INTERIOR WALL CORRUGATED POLYETHYLE
LF
$56
1800
$ 101,237.76
CATCH BASIN TYPE 2 48"
EA
$3,307
6
$ 19,842.60
CRUSHED SURFACE BASE COURSE
TN
$28
330
$ 9,200
RIPRAP, 2 IN TO 6 IN QUARRY SPALLS
TN
$35
0.25
$ 9
QUARRY SPALLS
TN
$55
0.25
$ 14
PAVEMENT, ASPHALT CONCRETE CL A {QTY < 5001
TN
$130
400
$ 52,000
12" DIA. HDPE PIPE
LF
$100
280
$ 28,000
CATCH BASIN TYPE 1
EA
$1,600
1
$ 1,600
ENERGY DISSIPATOR STRUCTURE
EA
$75,000.00
1
$ 75,000
24" DIA. HDPE PIPE; CB TYPE 2 48" PER 300 LF; PVMT RESTOR
LF
$133.00
300
$ 40,000
SUBTOTAL
$ 326,903
OTHER ITEMS
DEWATERING/BYPASS FLOWS
2.0%
$ 6,538
EROSION & SEDIMENTATION CONTROL
5.0%
$ 16,345
SURVEY
2.0%
$ 6,538
TRAFFIC CONTROL
3.0%
$ 9,807
CONTINGENCY
30%
$ 98,071
Subtotal
$ 464,202
MOBILIZATION (GENERAL REQUIREMENT)
10%
$ 46,420
Construction
Subtotal
$ 510,623
STATE SALES TAX
8.8%
$ 44,935
ENGINEERING DESIGN
LS
$80,000
1
$ 80,000
CONSTRUCTION MANAGEMENT
2.0%
$ 10,212
Project Subtotal (Rounded) $ 915,770
2007 Dollars Total Estimated Project Cost (Rounded)
$ 916,000
Comment
Upsize existing 12" system and add
conveyance systems along Davis Ave and
Lake Ave
Cost taken from Idlewood Creek design
Structure to tie pipe and new HDPE together
'Added 6/8/09 to 2007 cost estimate per
conf call with Steve Lee
3 Detailed Cost Estimates.xls [#139] Page 10 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
PROJECT: #187 Talbot Road South at Panther Creek OutfalI
Black River
BASIN:
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
Material Description
Unit
Unit cost
Quantity
Amount
CONSTRUCTION SUBTOTAL
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
$ 500,000
$ 100,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 600,000
Comment
Estimate based upon 2008 Carr Road projec
3 Detailed Cost Estimates.xls [#187] Page 11 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#65-Puget Drive SE at Rolling Hills Avenue Culvert
Crossing
PROJECT:
Black River
BASIN:
BY: John Featherstone CHECKED BY: M. Giseburt
DATE: 6/8/2009 DATE:
2007 Unit
Material Description
Unit
cost
Quantity
Amount
ROCK OUTFALL: 30OLF 24" DIA HDPE, TYPE 2 48" CB, 2 TN QUAI
EA
$29,109
5
$ 150,000
SUBTOTAL
$ 150,000
OTHER ITEMS AND CONTINGENCY
50%
$ 75,000
Construction Subtotal
$ 225,000
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 67,500
Project Subtotal
$ 292,500
Project Subtotal (Rounded) $ 292,500
2008 Dollars Total Estimated Project Cost (Rounded)
$ 295,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#65] Page 12 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
PROJECT: #204-S pri ng brook Creek Old Bridge Removal at SW
27th Street
Black River
BASIN:
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
Material Description
Unit
Unit cost
Quantity
Amount
CONSTRUCTION SUBTOTAL
$ 41,026
OTHER ITEMS AND CONTINGENCY
50%
$ 20,513
Construction Subtotal
$ 61,538
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 18,462
Project Subtotal
$ 80,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 80,000
Comment
3 Detailed Cost Estimates.xls [#204] Page 13 of 16 Printed: 11/3/2009
APPENDIX C-3
City of Renton CIP Cost Estimate
PROJECT #211 (and #215) Hardie Ave S Underpass to SW 7th Storm System
(2020): Improvements
BASIN: Black River
2020 Unit
Material Description
Unit
cost
Quantity
Amount
36" - 48" DIA PIPE, STRUCTURES, RESTORATION, TRAFFIC
LF
$1,589
700
$ 1,112,300
CONTROL
SUBTOTAL
$ 1,112,300
OTHER ITEMS AND CONTINGENCY
20%
$ 222,500
Construction Subtotal
$ 1,334,800
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 400,400
Project Subtotal
$ 1,735,200
Project Subtotal (Rounded) $ 1,735,200
2020 Dollars Total Project Cost in City Provided 6-Year CIP
$ 1,735,000
Comments
3 - Detailed Cost Estimates.xls [#211 & #215] Page 14 of 16 Printed 12/3/2020
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#208 SW 4th Place and Maple Avenue SW Drainage Analysis
PROJECT:
Black River
BASIN:
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
Material Description
Unit
Unit cost
Quantity
Amount
CONSTRUCTION SUBTOTAL
$ 153,846
OTHER ITEMS AND CONTINGENCY
50%
$ 76,923
Construction Subtotal
$ 230,769
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 69,231
Project Subtotal
$ 300,000
2008 Dollars Total Estimated Project Cost (Rounded)
$ 300,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#208] Page 15 of 16 Printed: 11/3/2009
City of Renton CIP Cost Estimate
PLANNING LEVEL CONSTRUCTION COST OPINION
#213 SE 190th Street Drainage Improvements
PROJECT:
Black River
BASIN:
BY: John Featherstone
DATE: 6/8/2009
CHECKED BY: M. Giseburt
DATE:
2008 Unit
Material Description
Unit
cost
Quantity
Amount
12" DIA. HDPE PIPE; CB TYPE 2 48" PER 300 LF; PVMT RESTOR
LF
$106
400
$ 42,000
SUBTOTAL
$ 42,000
OTHER ITEMS AND CONTINGENCY
50%
$ 21,000
EASEMENT
TRAFFIC CONTROL
Construction Subtotal
$ 63,000
ENGINEERING/CONSTRUCTION MANAGEMENT/PERMITTING
30%
$ 18,900
Project Subtotal
$ 81,900
Project Subtotal (Rounded) $ 81,900
2008 Dollars Total Estimated Project Cost (Rounded)
$ 82,000
Comment
Estimate based on 6/3/09 conference call
with Steve Lee
3 Detailed Cost Estimates.xls [#213] Page 16 of 16 Printed: 11/3/2009
APPENDIX D
SUMMARY OF REGULATORY COMPLIANCE RECOMMENDATIONS
MEMO
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Memorandum
Summary of Regulatory Compliance
Recommendations in Support of
Surface Water Utility System Plan
Update
Prepared By: Erin Nelson, PE,
AltaTerra Consulting & Ann Bryant,
PE, Osborn Consulting Inc.
Table of Contents
1. Introduction and Background..........................................................................................................1
2. Methodology and Data Sources.......................................................................................................1
3. Regulatory Compliance Needs.........................................................................................................2
3.1 NPDES Stormwater Planning Program......................................................................................3
3.2 NPDES MS4 Mapping and Documentation................................................................................4
3.3 NPDES Source Control Program for Existing Development........................................................5
3.4 Coordination with Regional Partners........................................................................................7
3.5 Coordination with Planning Staff for 2023 City Comprehensive Plan.........................................7
List of Tables
Table1. List of Regulations......................................................................................................................2
Table 2. Stormwater Planning Tasks and Level of Effort...........................................................................4
Table 3. Source Control Program Tasks and Level of Effort.......................................................................6
1. Introduction and Background
The update of the City's draft Surface Water Utility Management Plan includes an assessment of current
regulations and resources needed to comply with those regulations. Federal, state, and local
regulations, permits, and codes that guide stormwater management have continually evolved since the
early 1990s as stormwater impacts on natural resources, water quality, and ecological health have
received greater attention. As a result, local jurisdictions must adapt their programs to meet current
standards and permit requirements.
This memorandum documents Renton's current regulatory status and provides recommended program
modifications to meet regulatory requirements now and the near future.
2. Methodology and Data Sources
The draft 2012 Surface Water Utility Management Plan (draft Plan) provided a comprehensive list and
description of federal, state, and local regulations that provides the regulatory framework under which
the Utility operates. Regulations listed in the draft Plan were reviewed to identify updates or changes
since 2012 that impact how the Utility operates. If no significant updates or changes were identified, it
was assumed that the Utility is complying with current regulations and there is no additional resources
or actions necessary for compliance. The most significant change since the draft Plan is the new NPDES
Phase II MS4 Permit. Since the draft Plan, the Utility has gone through an entire NPDES Phase II Permit
cycle; a new cycle with new conditions began on August 1, 2019. It was assumed that the Utility is
meeting all conditions that were in the preceding permit and only new conditions in the new permit
require additional resources or actions. Table 1 lists the regulations reviewed and whether Utility
resources or actions are needed for compliance.
12/17/2020
Table 1. List of Regulations
Regulation
Resources or Actions Needed for Compliance
Renton Municipal Code (RMC) 4-3-050 Critical
No additional resources or actions necessary.
Areas Ordinance
RMC 4-3-090 Shoreline Master Program
No additional resources or actions necessary.
RMC 4-4-030 Development Guidelines and
No additional resources or actions necessary.
Regulations
RMC 4-4-060 Grading, Excavation, and Mining
No additional resources or actions necessary.
Regulations
RMC 4-6-030 Drainage (Surface Water)
No additional resources or actions necessary.
Standards
Revised Code of Washington (RCW) 36.70
Coordinate with Planning Staff for 2023 City
Growth Management Act- City
Comprehensive Plan Utility and Environmental Goals and
Comprehensive Plan
Policies
RCW 43.21 State Environmental Policy Act
No additional resources or actions necessary.
RCW 77.55 Hydraulic Code
No additional resources or actions necessary.
RCW 86.16 Floodplain Management
No additional resources or actions necessary.
(establishes authority for implementation of
National Flood Insurance Program [NFIP])
33 United States Code (USC) 1251 Clean
Participate and coordinate with Ecology and regional
Water Act- Section 303(d)- Total Maximum
partners in implementation of the Green River and Soos
Daily Loads (TMDLs)
Creek TMDLs.
33 USC 1251 Clean Water Act- Section 404
No additional resources or actions necessary.
33 USC 1251 Clean Water Act- Section 401
No additional resources or actions necessary.
Water Quality Certification
Develop and implement stormwater planning program,
including watershed prioritization and Stormwater
Management Action Plan (SMAP).
33 USC 1251 Clean Water Act- Section 402
Map size and material of all known outfalls and map all
National Pollutant Discharge Elimination
known connections from the Municipal Separate Storm
System (NPDES)
Sewer (MS4) to privately owned stormwater systems.
Develop and implement source control program for
existing development.
42 USC 4321 National Environmental Policy
No additional resources or actions necessary.
Act (NEPA)
16 USC 1531 Endandered Species Act (ESA)
No additional resources or actions necessary.
3. Regulatory Compliance Needs
Based on a review of the current regulations under which the Utility operates, additional staff resources
will be needed to (1) comply with the current City's NPDES Phase II permit, (2) coordinate with regional
partners on TMDLS, flood plain management and ESA -listed salmon recovery, and (3) coordinate
internally for the City's next update of the Comprehensive Plan. The latter two items will require
significantly less time commitment than the first; an additional staff person will likely be necessary to
12/17/2020
assist with development and implementation of NPDES-related programs. A discussion of the specific
compliance needs and recommendations is provided below.
3.1 NPDES Stormwater Planning Program
The NPDES Phase II Permit Condition S5.C.1 outlines components of what is expected for a stormwater
planning program. Some of the elements are a continuation of the previous permit, including continued
review and update of LID codes, rules and standards to encourage use of LID, as well as remove barriers
in the development code that prevent use of LID principles and LID BMPs. Additionally, Condition
S5.C.1.b involves coordination with long-range plan updates. The Utility is coordinating with the
Planning department for the update of the City Comprehensive Plan, which will be adopted in 2023. This
coordination effort would likely occur whether or not required by the permit, however, the permit
requires a response to a series of questions in the Stormwater Planning Annual Report about how the
Utility addressed stormwater impacts on water quality in the Comprehensive Plan or equivalent long-
term plans by March 31, 2021. A follow-up report responding to the same questions related to water
quality, land -use and growth is due on or before January 1, 2023.
The most significant change is the addition of watershed prioritization and development of a
Stormwater Management Action Plan for a priority catchment area.
The steps needed to comply with this condition include the following:
1. Develop a watershed inventory and conduct a receiving water assessment including expected
stormwater management influence for each watershed.
2. Prioritize watersheds based on receiving water conditions and expected potential stormwater
management influences (i.e., which watersheds would most benefit from stormwater actions)
and select high priority watershed to develop a Stormwater Management Action Plan.
3. Identify actions in the high priority watershed, including capital (i.e., stormwater retrofits),
operational (i.e. enhanced maintenance, source control investigations, etc.), policy or code -
related (i.e., land management), or public education and outreach strategies and projects to
improve water quality in the watershed, including a budget and implementation schedule.
Table 2 lists some recommended strategies for complying with this condition, including anticipated
resource needs on a low, medium, high scale by level of effort. It is anticipated that existing City NPDES
staff can accomplish most of this requirement, but consultant support may be needed for the
Stormwater Management Action Plan development. The receiving water assessment must be done by
March 2022, the receiving water prioritization deadline is June 2022, and the SMAP is due in March
2023.
12/17/2020
Table 2. Stormwater Planning Tasks and Level of Effort
•Effort
•
Description
Watershed
Medium
Use data that is already available.
Table of Watershed
Inventory,
(500
Watershed boundaries are
Inventory
Receiving Water
hours)
delineated, use available water
Assessment and
quality data and beneficial uses,
Influence
conduct GIS analysis of potential
influence using existing stormwater
facilities, potential redevelopment,
open space, and natural resources
layers.
Prioritize
Medium-
Develop criteria for prioritization, use
Sorted Table of Watershed
Watersheds
High (700
data in watershed inventory table to
Inventory by Priority and
hours)
prioritize. Identify high priority
Selected High Priority
watershed for which to develop
Watershed
SMAP. Choose watershed where
projects can be expected to be
completed and fit within other City
goals.
Stormwater
High (800
Develop a plan to address issues in
Plan with Projects,
Management
hours)
selected watershed, including range
Strategies, Budget, and
Action Plan
of projects. The level of effort will
Schedule for
depend on whether new projects are
Implementation
developed, or if projects are already
ready to go for the watershed
selected. A consultant is likely to be
needed for this effort due to the large
number of estimated hours.
3.2 NPDES MS4 Mapping and Documentation
The NPDES Phase II Permit Condition S5.C.4 outlines new components for stormwater system mapping,
including the following:
• Size and material for all known MS4 outfalls, to be collected during the normal course of
business (e.g. during field screening, inspection, or maintenance) and records update beginning
no later than January 1, 2020.
• Complete mapping of all known connections from the MS4 to a privately owned stormwater
system by August 1, 2023.
The City continually updates its stormwater system inventory as new infrastructure comes on-line,
modifications are made in the field, or systems are abandoned. This condition will likely not require
additional resources because it can be accomplished by field crews and the GIS specialist in the normal
course of business. However, coordination is necessary to ensure that this team is aware of the type of
data that needs to be collected, including methodology for recording the data, or what to do if the
information is unclear (i.e., material type, ownership, etc.).
4
12/17/2020
Below are options for accomplishing this requirement include the following:
1. Instead of having all field personnel take on the duty of collecting data on MS4 outfalls, assign
this task to crews that inspect and clean the system to meet NPDES condition S5.C.7 Operations
and Maintenance. The City cleans all pipes, ditches, and catch basins and inlets within a circuit
once during the permit term. Part of the system will be completely mapped during this permit
term, and eventually the entire system will be mapped as all circuits are inspected and cleaned.
2. Assign private facility inspection staff and source control program staff to identify connections
from the MS4 to privately owned stormwater system. This will be one way to systematically
identify and map privately owned systems.
3. Alert maintenance crews and inspection and cleaning crews to inform stormwater management
staff if privately owned systems are identified during CCTV inspection or other methods.
3.3 NPDES Source Control Program for Existing Development
The NPDES Phase II Permit Condition S5.C.8 outlines components for implementing a source control
program that targets pollution -generating public and private properties for the inspection,
implementation of source control measures, and enforcement if necessary.
The steps needed to comply with this condition include the following:
1. Develop an ordinance or other enforceable document to require the application of source
control BMPs for pollutant generating sources. The City's code already has language that
requires source control BMPs and references the RMC 4-6-030. Section I adopts the April 2016
King County Stormwater Pollution Prevention Manual by reference and Section J.4. Elimination
of Illicit Connection and/or Illicit Discharge requires implementation of source control or
treatment BMPs. The City may want to review the code and determine if the language is
adequate to meet City and permit goals.
2. Establish inventory of public and private institutional, commercial and industrial sites that have
the potential to generate pollutants to the MS4.
3. Develop and implement an inspection program for sites identified in the inventory.
4. Develop and implement a progressive enforcement policy that requires sites to comply with
stormwater requirements.
5. Develop and implement a staff source control training program.
Table 3 lists some recommended strategies for complying with this condition, including anticipated
resource needs on a low, medium, high scale by level of effort. It is anticipated that additional City
NPDES staff will be needed for this requirement. Ordinance adoption and site inventory must be
completed by August 2022, and inspection program and enforcement implementation must begin by
January 2023.
12/17/2020
Table 3. Source Control Program Tasks and Level of Effort
•Effort
•
Description
Develop an
Low - High
Review existing code language and determine
New Ordinance or
Ordinance or Other
(-20 -100
if it needs revision. Level of effort will depend
Keep Existing
Enforceable
hours)
on whether a new ordinance is developed.
Document
Establish Inventory
High (-200
Use SIC and NAICS codes to identify sites that
Database of Sites
of Public and
hours)
have potential to generate pollutants to MS4.
Private Sites
Include sites with water quality complaints.
Use GIS to develop map and database of sites.
Develop and
Very High
Develop inspection protocol, including but
Program
Implement a Source
(-1,000
not limited to forms, tracking,
Implementation and
Control Inspection
hours)
communications, and educational materials
Documentation
Program
for business owners. Implement program for
20% of site inventory. Level of effort depends
on the number of sites for inspection.
Program development is expected to take
—200 hours.
Develop
Med- High
Develop and/or implement existing
Updated or New
progressive
(-300 hours)
enforcement policies. Evaluate options for
Enforcement Policy
enforcement policy
new enforcement methods if existing policies
aren't working. Reach out to other
jurisdictions to find out what works for them.
Staff source control
Low- Med
The level of effort for this task depends on the
Staff Training and
training program
(-40 hours)
number of staff assigned to the source control
Outreach to Source
program. Some of the most effective source
Control Inspectors
control programs are ones where fewer staff
from Other Cities
are responsible for implementation and
enforcement. Personal connections can be
made with business owners to encourage
best practices, with the understanding that
the inspectors also have authority for
enforcement if violations occur.
12/17/2020
There may be overlap with types of City inspections conducted at the sites developed for the inventory.
It would be useful to find out what types of inspections are required or routinely done in other City
departments, including fats, oil and grease inspections for the wastewater system, private stormwater
facility inspections, solid waste outreach to multi -family sites, and outreach from water department
staff for pollution prevention in aquifer protection areas. Sites that overlap with multiple inspections,
could be flagged for a combined visit by one staff person, staggered visits on opposite schedules for
efficiency, or a coordinated site visit by multiple inspectors. A matrix to determine which sites overlap
could be helpful.
3.4 Coordination with Regional Partners
The City of Renton overlaps the watershed boundary for the Green River and Soos Creek, both of which
have approved or developing TMDLS. Renton will be expected to participate in these TMDLS, even
though participation may be more limited than other jurisdictions due to the City's location and land
area in each watershed. While there is a regulatory need to be addressed, the resources needed to
address participation in TMDLS is expected to be low and existing City staff should be able to manage
the workload.
If Ecology were to require the City to take action and develop a monitoring plan to track water quality in
Soos Creek for the TMDL, the City may be expected to collect monthly water quality samples and
conduct flow monitoring at one or two locations in the portion of Soos Creek within the City's
jurisdiction. This would require staff or consultant time to collect water quality samples and installation
of flow meters. The annual costs for the City of Kenmore to analyze data from 5 locations for the Swamp
Creek TMDL ranges from $4,000 to $18,000 based on a review of their budget data from 2017 through
2019. Kenmore's 2020 budget allocates $6,000 for Swamp Creek TMDL monitoring and $30,000 for
stream telemetry, which collects stream flow data on Swamp Creek and other locations. Staff time is not
included in this budget, although a reasonable estimate for Renton would be approximately 60 — 70
hours annually (3 hours per month for sample collection and 30 — 40 hours to write and submit a report
documenting results to Ecology). An additional 80 hours would be required to write the Quality
Assurance Project Plan (QAPP) describing the sampling and analysis protocol.
The City currently has an interlocal agreement (ILA) to improve salmon habitat in Watershed Resource
Inventory Areas (WRIAs) 8 and 9 (Cedar River and Green River watersheds, respectively). Through its
work with these WRIAs, the City addresses issues around the "threatened" ESA listing of Chinook salmon
and coordinates with other jurisdictions on salmon recovery. Additional workload is not expected.
Floodplain management and coordination with King County and FEMA already occurs with the City of
Renton, so additional efforts needed to address existing flood plain maps and issues with depictions of
flood hazard areas is likely an on -going discussion and will not need additional City resources.
3.5 Coordination with Planning Staff for 2023 City Comprehensive Plan
City Utility staff will need to coordinate with planning staff for the 2023 City Comprehensive Plan to
ensure that goals and policies reflect the direction of the Utility. This effort is not expected to require
additional resources.
12/17/2020
APPENDIX E
PROGRAMMATICAND OPERATIONAL FACTSHEETS
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
Surface Water Utility
System Plan UpdateCulvert Assessment
Project
•
Preliminary Level of Effort: 570
Project Description:
The objective of this program is to conduct an inventory of the City's culverts to assess fish passage and
develop a prioritization scheme to proactively improve fish passage and identify opportunities for habitat
improvements in association with other agencies.
The scope of this project includes (1) developing an inventory of stream culverts, (2) assessing the City's
stream culverts for fish passage and potential access to fish habitat (i.e., availability of fish habitat upstream of
the culvert), and (3) prioritization and ranking of the culvert inventory.
Benefits: Challenges:
• Proactive strategy for culvert improvement before • Assessment of fish use and presence in
the City is required to meet fish passage obligations the absence of data.
Improved fish passage and habitat accessibility as • Staff and budget for new program
opportunities for culvert improvements arise. • Improving fish passage may need to be
coupled with water quality
improvement to promote fish
utilization.
Assumptions and Considerations:
The following are assumptions and considerations for the City to develop an inventory of its stream culverts,
assess the culverts for fish passage, and prioritize for replacement and/or improvement.
• The City does not have a fish passage improvement program to fund fish passage projects. Culverts have
not been assessed for fish passage. Fish passage improvement projects implemented so far were
completed either by with other agencies, or due to permitting requirements.
• The State of Washington is required to resolve fish passage issues on its culverts due to a U.S. District
Court Decision regarding Native Treaty rights; it is anticipated that future rulings may require Counties
and Cities to do the same.
• A brief review of the Washington Department of Fish and Wildlife SalmonScape application
(https://apps.wdfw.wa.gov/salmonscape/map.html) indicates the City has several stream culverts that
are full or partial fish passage barriers.
• The City's GIS system does not appear to differentiate the types of culverts (i.e., stream culverts vs. ditch
culverts).
• The field evaluation will be conducted by a fish biologist and an ecologist. For estimating purposes, it is
assumed that up to 4 culverts can be assessed in a day.
• Based on the review of SalmonScape, it is estimated that 60 to 70 stream culverts will require field
review and inventory.
• Prioritization criteria may include categories of culverts (high, medium, and low priority) or ranking from
highest to lowest, depending on what is most useful to the City. Prioritization criteria is likely to include
type of barrier (full, partial, unknown, etc.), type of fish usage (anadromous, resident), life histories of
fish using stream reach (i.e., is barrier present when fish use would occur? Is culvert a barrier to adults,
juveniles, etc.?), habitat availability upstream of the barrier, and habitat quality. Other factors may also
be considered.
Recommendations:
The following tasks are recommended for this programmatic action:
1. Develop inventory of City stream culverts by intersecting culvert GIS layer with stream GIS layer.
Compare culvert inventory to culverts shown on WDFW SalmonScape.
2. Conduct a field evaluation of the City's culverts located on fish -bearing streams (starting with
verification of the WDFW list). The evaluation will include a general condition of the stream, condition of
the culvert including conditions that would render it impassable to fish all the time or during flow
certain conditions, and general habitat availability upstream of the culvert.
3. Develop prioritization criteria and prioritize culverts for replacement or improvement based on the
potential to improve habitat availability to salmonids or other fish species.
Planning Level Effort:
Description.-
..Level
of Effort
1. Develop culvert
Use GIS to select all City culverts
GIS layer of stream culverts
50
inventory.
located on streams.
and list of culverts
including attributes such as
diameter, material,
location, and stream name.
2. Culvert assessment
Assess up to 70 culverts to
Technical memorandum
380
for fish passage.
evaluate fish passage and habitat
describing methodology,
(280 field, 100
conditions. Up to 17.5 field days
culvert assessment field
documentation)
(4 culverts per day) will be
notes describing conditions
needed, with the assumption
and photo documentation,
that two field staff conduct the
table ranking culverts for
assessment.
replacement or
improvements.
3. Prioritize culverts.
Develop prioritization criteria and
Documentation describing
100
prioritize culverts (high, medium,
prioritization criteria and
low) or rank from highest to
methodology. List of
lowest priority.
culverts showing priority.
4. Develop individual
Develop project worksheets for
Project worksheet
40
projects
the prioritized culvert
replacements and add to the
Surface Water CIP.
Surface Water Utility
System Plan Update
Project Description and Background:
The objective of this project is to evaluate enforcement strategies for maintenance of private facilities, illicit
discharges, and other stormwater management elements that require action by private entities.
The City's MS4 system consists of public and private components. Currently there are multiple tiers of
inspection and maintenance of the public and private components, depending on the ownership and age of
the system. City -owned infrastructure and facilities are inspected and maintained by city maintenance crews.
Additionally, city staff inspect and maintain private facilities that were transferred to the City following a policy
decision on October 18, 2010. These facilities receive runoff from public roads and were generally under the
management of homeowner's associations (HOAs) prior to city transfer.
Other private facilities that are owned and maintained by developments without HOAs or by private
businesses are inspected by City maintenance crews as required by the City's NPDES Phase II MS4 permit.
Whereas inspection is completed by the City, maintenance and repairs are the responsibility of the owner, and
the City follows up to ensure maintenance has been completed. Maintenance and repairs are not always
completed, and the City has difficulty compelling owners to complete them. The City faces this challenge
particularly in communities where there was no HOA formed and where all owners have equal and undivided
interest in the stormwater flow control system.
Other situations where City inspection requires private stormwater management action, including removal of
illicit discharges and connections, implementation of source control measures, or any other type of
stormwater code violation the Utility might receive, requires methods to compel private entities to take
corrective action.
Benefits:
Challenges:
• Identification of range of methods to compel • Politically unpopular.
correction actions. • Integration with City-wide code enforcement
• Consistency for all stormwater management policies and database.
infractions.
Assumptions and Considerations:
The following are assumptions and considerations for the Utility to evaluate stormwater code enforcement
methods to achieve desired compliance results.
• The City enforces code compliance through its Community and Economic Development Department.
Methods and procedures used to evaluate and issue code violations by Community and Economic
Development will be assessed during this project to determine whether stormwater code compliance
could be integrated with existing processes or if existing processes used by this department would be
applicable to the Utility.
City code describing enforcement procedures and consequences for violations of stormwater code will
be evaluated relative to how the enforcement procedures are currently being applied to stormwater
code violations.
• Alternative compliance methods will be researched from other jurisdictions to evaluate methods of
success, including educational outreach, financial seed money for repairs, incentives for businesses that
do the right thing, etc.
• This project will identify tools necessary to develop a successful enforcement strategy, including
consistent and easy to understand enforcement methods, tracking system, integration with other City
code enforcement strategies, and staff needed to implement the program.
• This programmatic fact sheet does not include the level of effort to implement the enforcement
strategy, only to evaluate and develop an enforcement strategy.
Recommendations:
The following tasks are recommended for this programmatic action:
1. Review existing Utility enforcement strategy relative to stormwater code, including records of
enforcement actions, compliance rate, and types of enforcements.
2. Review City's code compliance enforcement strategy for comparison to Utility's stormwater code
enforcement strategy. Evaluate whether there are opportunities for merging code enforcement duties
or if there are differences worth exploring.
3. Research stormwater code enforcement strategies used by other jurisdictions to identify successful
techniques that could be applied by the Utility.
4. Develop stormwater code enforcement policy utilizing data, techniques, potential inter -departmental
efficiencies, and alternatives gathered in Tasks 1 through 3.
Planning Level
Effort:
Description Deliverable
Effort
1. Review existing
Review existing stormwater code, including Summary table 40
Utility
violations and consequences, Utility documenting results of
enforcement
enforcement actions taken in the previous 5 review.
strategy.
years, compliance rate in the previous 5 years,
and general enforcement strategy and
protocols.
2. Review City's
Consult with City Community and Economic
Summary table
40
code compliance
Development staff on code compliance and
documenting
enforcement
enforcement strategies. Compare strategies,
comparison of different
strategy.
tracking, staffing, and success rates with
code enforcement
practices used in Utility.
strategies within the
City of Renton.
3. Research
Conduct research and interviews with up to
Summary table of code
20
alternative code
three other regional or national jurisdictions to
enforcement strategies
enforcement
identify successful code enforcement strategies
and alternatives used by
strategies used
and alternatives to code enforcement that
other jurisdictions.
by other
could be adopted by the Utility.
jurisdictions.
4. Develop
Use data gathered during tasks 1 through 3 to
Fact sheet detailing
50
stormwater
develop a strategy to enforce stormwater
strategy for obtaining
code
codes, including maintenance of private
compliance with
enforcement
stormwater facilities, removal of illicit
stormwater codes.
policy.
discharges, implementation of source control
BMPs and other stormwater management
actions necessary to limit pollutants from
entering the City's MS4 and to improve water
quality in the City's receiving waters.
Surface Water Utility
System Plan Update Project ID: � � �
•Piand Culvert Asset Management
pe
'�Enhancement
Preliminary Level of Effort: :0
Project Description:
The objective of this project is to enhance the City's existing asset management program to extend condition
assessment of pipes beyond CMP pipes and prioritize pipes for repair and/or replacement based on risk.
The scope of this project includes (1) prioritize pipes for condition assessment that are not being assessed, and
(2) develop a repair and replacement strategy.
Benefits:
Challenges:
• Strategy for pipe maintenance, repair, and
• Compliance with schedule for maintenance
replacement.
specified in the NPDES Phase II MS4 Permit
• Investment in long-term decision making.
• Proactive system management.
Assumptions and Considerations:
The following are assumptions and considerations for the City to augment its existing pipe condition
assessment program, and develop a pipe maintenance, repair, and replacement program based on condition
assessment.
• The City cleans all pipes, ditches, and catch basins and inlets within a circuit once during a permit term.
• The City has a dedicated CCTV truck to inspect stormwater pipes and uses a combination of tools to
assess condition and maintain the system. and score their condition. GIS is used to determine
consequence of failure based on location of the pipe (i.e., pipes under major arterials and over 18 inches
diameter are the primary criteria), and CityWorks is used to track work orders.
• The pipes that are currently being assessed by the City are constructed of corrugated metal (CMP).
• This project will develop a prioritization scheme to assess non-CMP pipes and prioritize maintenance,
repair and replacement based on results.
• Use of the City's existing electronic tools will be emphasized for efficiency and cost considerations.
• This programmatic fact sheet does not include the level of effort to implement a condition assessment
or asset management program, only to develop the plan to do so.
Recommendations:
The following tasks are recommended for this programmatic action:
1. Review existing condition assessment data and CMP management program to evaluate number of pipes
assessed each year, frequency of assessment for individual pipes (i.e., once every 5 years? Every 10
years?), protocols used for data collection, storage, review and work prioritization, staffing, etc. The
existing condition assessment program will be used as a basis for prioritization of non-CMP pipes for
condition assessment.
2. Develop protocols for using condition assessment data to inform the City's pipe maintenance, repair
and replacement program.
Planning Level Effort:
1. Prioritize non-CMP
Evaluate existing CMP condition
Map and list of prioritized
40
pipes for condition
assessment program to inform and
pipes for condition
assessment.
apply program to non-CMP pipes.
assessment.
2. Develop protocols for
Identify condition assessment and
Excel spreadsheet of
40
pipe maintenance,
other criticality criteria (i.e.
criticality criteria.
repair and
consequence of failure) for
replacement
prioritizing pipe repair and
program.
replacement.
Surface Water
Utility System
Plan Update
Project Description:
The objective of this project is to meet the August 2019 NPDES Phase II MS4 Permit condition S5.C.1.d which
requires the City to develop a Stormwater Management Action Plan for a high priority watershed.
The scope of this project includes (1) developing an inventory of the watersheds within the City's jurisdiction
assess beneficial uses and stormwater management influences, (2) watershed and receiving water
prioritization, and (3) development of a Stormwater Management Action Plan for the high priority watershed.
Benefits:
• Compliance with state and federal
regulations
• Strategic planning for water quality
management
• Protection of receiving waters within
the City's jurisdiction.
• Development of CIP projects that are
good candidates for Ecology funding
Assumptions and Considerations:
Challenges:
Coordinating City land management and development
strategies to improve water quality.
Differentiating beneficial uses and stormwater
management influences to select high priority
watersheds.
The following are assumptions and considerations for the City to develop and implement development of a
Stormwater Management Action Plan to meet Condition S5.C.1.d in the NPDES Phase II MS4 Permit.
• The City has an existing inventory of its watersheds including GIS mapping and basic characteristics
including size and area within the City of Renton that discharges to the waterbody.
• Ecology's guidance document, "Stormwater Management Action Planning Guidance- Phase I and
Western Washington Phase 11 Municipal Stormwater Permits," Publication 19-10-010, dated August
2019 will be used by the City for reference on how to develop and implement the Stormwater
Management Action Plan.
• No new data will be collected to conduct the analysis to support development of a Stormwater
Management Action Plan. Existing water quality and designated use data may include water quality data
collected from previous studies, basin analyses, and publicly available electronic data such as Ecology's
Water Quality Assessment (https://ecology.wa.gov/Water-Shorelines/Water-quality/Water-
improvement/Assessment-of-state-waters-303d and Washington Department of Fish and Wildlife's
SalmonScape application(http://apps.wdfw.wa.gov/salmonscape/ ).
• Watershed inventory will include basic land cover data available from City GIS data, including but not
limited to the distribution of current zoning types (i.e., commercial, single-family, multi -family, open
space, etc.), predicted growth areas, impervious surface coverage, road length or right-of-way area,
length of stormwater pipes or conveyance network in the watershed, critical areas or otherwise
protected areas, and number and type of stormwater flow control and/or water quality treatment
facilities in the watershed.
Recommendations:
The following tasks are needed to develop and implement the Stormwater Management Action Plan:
1. Using the City's existing watershed inventory on GIS as a starting point, augment the watershed
inventory with data required by Condition S5.0 .1.d.i. of the Permit. This task will include a map of the
watersheds and a table of data indicating the watershed name, area, percent of the area within
Renton's jurisdiction, and description of existing conditions (water quality, habitat, stormwater
treatment, etc.), and potential stormwater management influence (i.e., response to protection,
restoration or stormwater investments). The inventory and brief description of the relative conditions of
the receiving waters and contributing areas must be submitted by March 31, 2022.
2. The watershed inventory developed in the Task 1 will be used to prioritize receiving waters based on the
potential benefit from implementation of stormwater facility retrofits, stormwater management
program actions, land/development management actions or other actions designed to improve
receiving water conditions in Renton. This task will involve developing criteria and a ranking process to
prioritize the watersheds in the inventory. The receiving water prioritization and documentation must
be complete by June 30, 2022.
3. This task involves development of the Stormwater Management Action Plan for the highest priority
watershed where the City has determined the greatest improvement and receiving water benefit may
be possible with stormwater management and/or land management actions. The Stormwater
Management Action Plan must be submitted by March 31, 2023. The Stormwater Management Action
Plan must include an integrated short- and long-term strategy for improving water quality and
designated uses in the selected watershed including operational (i.e., IDDE field screening, source
control, operations and maintenance inspections or enhanced maintenance), educational (i.e., targeted
public education and outreach), capital (i.e., stormwater retrofit or new stormwater facilities), and/or
r)olicv/reizulatory (i.e., land management and development strategies).
Planning Level Effort:
1. Develop a watershed
Augment existing watershed
Table with watershed
500
inventory, receiving
inventory with available data,
inventory, receiving
water assessment and
assess receiving water influence
water conditions and
influence
based on analvsis of existing data.
influence. and mar).
2. Prioritize watersheds
Develop prioritization criteria and
Document describing
700
ranking process and prioritize the
ranking process and
watersheds in the inventory.
rationale for selecting
Select high priority watershed for
high priority
Stormwater Management Action
watershed for SMAP.
Plan.
3. Develop Stormwater
Develop a plan describing
Stormwater
800
Management Action
operational, capital, educational,
Management Action
Plan
policy, and regulatory stormwater
Plan
management action strategies and
implementation schedule and
budget for improving water
quality in the high priority
watershed.
Surface
Water Utility Project ID: I I I
• .
System Plan Development
(NPDES Phase 11 Permit
Update
Preliminary Level of • •11
Project Description:
The objective of this project is to meet the August 2019 NPDES Phase II MS4 Permit condition S5.C.8 which
requires the City to implement a source control program that targets pollution -generating public and private
properties for inspection, implements source control measures, and enforces source control BMP regulations
if necessary.
The scope of this project includes (1) review of the City's existing code to determine if current code language is
adequate to meet the permit requirement and/or development of an ordinance or other enforceable
document that requires source control BMPs, (2) an inventory of public and private sites that have the
potential to generate pollutants to the City's MS4, (3) an inspection program for sites identified in the
inventory, (4) a progressive enforcement policy to require site compliance with stormwater requirements, and
(5) a source control staff training program.
Benefits: Challenges:
• Compliance with state and federal • Coordination with existing business inspection programs
regulations within the Utility and in other City departments to avoid
• Reduction in pollutants discharged burdening businesses with multiple inspections.
to the City's MS4 system. • Enforcing site compliance with stormwater
• Community building with local requirements.
businesses to reach City goal of • Staffing new program.
providing high quality customer • Widespread community belief that their businesses are
service while meeting service grandfathered into the regulations effective at the time
demands. they were permitted
Assumptions and Considerations:
The following are assumptions and considerations for the City to implement a Source Control program to meet
the requirements of S5.C.8 in the NPDES Phase II MS4 Permit.
• This is a new program for the City; an additional staff person in the surface water engineering or
maintenance section will be needed to implement the program.
• Renton Municipal Code (RMC) 4-6-030. Section I adopts the 2016 King County Stormwater Pollution
Prevention Manual. This manual describes required best management practices (BMPs) and
maintenance activities for different types of business activities.
• RMC 4-6-030. Section J. Discharge Prohibition describes illicit and allowable discharges to the MS4 and
procedures that must occur after a business or other entity is found in violation of this code section,
including implementation of source control or treatment BMPs. This section describes enforcement
procedures.
• Several jurisdictions in the region are implementing successful source control programs; those programs
can be used as a model or template for Renton's incipient program. Examples include City of Kirkland,
City of Seattle, City of Shoreline, and Snohomish County.
o The City of Kirkland includes an informative page on the City's website that has links to references
and documents to assist businesses in implementation of source control measures on their
properties. It also describes what businesses can expect during a City site inspection. Kirkland
encourages good business practices by highlighting businesses that are implementing excellent
stormwater management BMPs or have made significant improvements.
o The City of Seattle links to a short informational video showing how to implement simple BMPs for a
typical automotive facility, for which the video spokesperson is the shop owner.
o The City of Shoreline offers assistance for business owners to implement BMPs at their sites,
providing small incentives for participation.
o Snohomish County Code Chapter 7.53 Water Pollution Control outlines escalating monetary
penalties for violations depending on the public health and environmental impacts of the violation,
willfulness or knowledge of the violation, responsiveness of the violator, and economic benefit
accrued by the person(s) responsible for the violation.
• City GIS and business license tracking systems will be used to map businesses included in the business
source control inspection inventory and track data. Data collection may occur using existing electronic
applications already used by the City in IDDE inspections or other field data collection efforts (e.g.
Cityworks). Alternatively, data could be collected with ArcGIS Collector, Survey123, or NPDES Pro. It is
recommended that a standardized electronic collection method is used that link to the database or
system where inspections are stored.
Recommendations:
The following tasks are needed to develop and implement a source control program:
1. Review existing code language and determine if revisions are needed or desired. Renton has an existing
code that adopts the 2016 King County Stormwater Pollution Prevention Manual and prohibits illicit
discharges to the MS4. The City may wish to enhance the code with additional enforcement language,
including monetary penalties, but the existing code provides for enforcement of violations. An
ordinance must be adopted and made effective by August 1, 2022.
2. An inventory of public and private sites will need to be developed based on the potential for site
activities to generate and discharge pollutants to the MS4. North American Industry Classification
System (NAICS) or Standard Industrial Code (SIC) business codes are useful to identify businesses that fit
the categories that align with activities in the 2016 King County Stormwater Pollution Prevention
Manual (i.e., vehicle repair and maintenance, woodcraft, landscaping, manufacturing, etc.). Additionally,
sites that are pollutant generating sources based on complaints must be included in the inventory
(Appendix 8 of Permit). The inventory should be geo-referenced and an ArcGIS coverage should be
developed that can be used in the collection of business inspection data by field personnel, either
electronically or on paper maps. Once developed the inventory will need to be updated as necessary to
ensure that the list is accurate and complete. The inventory must be done by August 1, 2022.
3. Develop and implement procedures for business inspection, data collection, data storage,
communications, business education, and tracking by January 1, 2023.
a. Send communication to all site owners/tenants/operators listed in the inventory to provide
information about the source control program including requirements for pollution prevention,
available resources, and City business inspections.
b. Create schedule for inspections. The permit requires a 20% inspection rate annually including 100%
of sites identified through credible complaints. The businesses should be prioritized for inspection
based on criteria determined during program set up.
c. Determine who is going to complete the inspections. Can this be done in conjunction with other
inspection duties? Does the site inventory align with site inventories for other purposes (i.e.,
stormwater facility inspection, IDDE program, FOG, aquifer protection, etc.)?
d. Develop standard operating procedures for business inspections, including pre -visit research,
communication protocols, standard educational materials and resources to provide, data collection
methods (electronic or paper checklists), number and types of photographs, and post -visit
completion and or follow-up if necessary. Ecology has an MS4 Source Control Business Inspection
Template available for use and the Business Inspection Group (BIG) will be developing a guidance
manual and training resources in the future(https://www.wastormwatercenter.org/big-business-
inspection-group/).
e. Determine how the business inspection data will be stored and tracked, in CityWorks, GIS, Access
database, or other database systems?
4. Implement existing enforcement policy or develop a new progressive enforcement policy if the existing
policies aren't working. The City's existing code for prohibiting and eliminating illicit discharges and
connections to the MS4 relies on education and outreach, and written notice of violation first. Any
violation can also be declared a nuisance under RMC 1-3-3, which leads to escalating enforcement
measures. The City should review its current code and enforcement policies and evaluate whether
updates are necessary. Enforcement must be implemented by January 1, 2023.
5. Develop a training program for staff responsible for implementing the source control program, including
mentoring, on-line videos, ride -along opportunities with other jurisdictions, and other off -site training
specific to implementation of best management practices and inspection protocols.
Planning Level Effort:
Description
Deliverable
1. Develop an
Review existing code language; revise,
Keep existing code,
100
ordinance or
if necessary.
or New ordinance
other enforceable
document
2. Establish
Use SIC/NAICS codes and complaint
Database and map of
200 (initial effort)
inventory of
database to develop site inventory
sites.
40 per year,
public and private
and database. Use GIS to map sites.
maintenance
sites
3. Develop and
Send initial communications to site
Educational
1,200 + depending
implement
inventory list, develop standard
materials, standard
on number of sites
source control
operating procedures, implement
operating
in inventory
program
initial program (20% of sites).
procedures, tools for
(Program set up
inspections and
and 15Y year)
tracking.
4. Develop
Review existing enforcement policy;
Updated or new
300
progressive
evaluate different enforcement
enforcement policy
enforcement
options to determine if updates are
policy
needed.
5. Staff source
Identify training materials and
On -going staff
40 —100 Depends
control training
methods, including on-line, off -site,
training and outreach
on number of staff
and mentoring or partnership
to inspectors from
opportunities.
other Cities
APPENDIX F
DRAINAGE COMPLAINTS
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Location
Parcel ID
Status
Category
Closed Date
New property owner objects to discharge from
neighboring detention vault onto his property. Ref
2015091701
Flooding
Claim#CL-15-053
12420 SE Petrovitsky Rd
07393000035
Open
Maintenance
Paving for SFR remodel causes sheet flow to miss cb
2015101201
Flooding
in ROW
1326 Beacon Way
7221400001
Open
Localized flooding of yard due to overtopping of
2015120801
lFlooding
Madsen Creek channel.
14937 Maple Valley Hwy
2323059118
Open
Other
Street runoff from S 19th crosses Morris runs down
2016102001
Flooding
drive during heavy rain events
1823 Morris Ave S
7222000352
Open
InvestigateFlooding/Channel obstruction under
2016102002
Flooding
SR169, DS Wonderland Est.
SR169/150th Ave SE
Open
Maintenance
KC Resident Referred to City - Flooding of street
2016103101
Flooding
ditch. Madsen Creek ds flow obstruct.
15202 149th Ave SE
2323059010
Open
Maintenance
Overtopping of cross property conveyance flooded
2017020903
IFlooding
street
8024 S 132nd St
2144800476
Open
Maintenance
Benson Woods wetland facility overtopping, runoff
2017031501
Flooding
across Village Gate Condos
111th PI SE / SE 189th St
07433000090
Open
Maintenance
Resident states water bubbles from storm system
2017020902
Flooding
during heavy events, crosses yard floods basement
10814 SE 166th St
0088000740
Open
Maintenance
Per Maintenance, onsite flooding due to upstream
2017042601
Flooding
facility#111357
18504 112th Ave SE
3223059287
Open
IMaintenance
Street runoff flowing to backyard, no structure
2017041801
Flooding
flooding
16404 SE 143rd PI
7695500320
Open
Maintenance
Known Drainage
Renton MaintE
Flooding
Four catch basins on the road (two on each side).
1105 N 28th PI
Open
Issue
Known Drainage
Renton MaintE
Flooding
Beehive left of lower fire entrance of condos
1800 NE 40th St
3345700035
Open
Issue
Known Drainage
Renton MaintE
Flooding
Inlet to 48" CM P
4242 Jones Ave NE (on NE 43rd St)
10pen
Issue
Known Drainage
Renton MaintE
Flooding
Inlet - Check grate for dirt and vegetation
4348 Lincoln Ave NE
3345700005
Open
Issue
Four inlet pipes to a vault under the roadway (RW3
Known Drainage
Renton MaintE
Flooding
key required for access to the pond)
12 Seahawks Way
Open
Issue
Known Drainage
Renton MaintE
Flooding
Trash rack inlet for a stream
201 Taylor Ave NW
2144800876
Open
Issue
Off pipeline road directly next to tiffany park. It is a
Known Drainage
Renton MaintE
Flooding
trash rack inlet for a stream.
15657 123rd Ave Se
Open
Issue
Known Drainage
Renton MaintE
Flooding
Trash rack to the east ofjack in the box.
4810 NE 4th
Open
Issue
Known Drainage
Renton MaintE
Flooding
Clean cross tubes and ditches
14111 SE May Valley Rd
Open
Issue
Storm pond inlets. Inlets are behind the pond to the
Known Drainage
Renton MaintE
Flooding
left. There is a trail leading directly to them.
NE 2nd PI and Field Ave NE.
1523059227
Open
Issue
Known Drainage
Renton MaintE
Flooding
Wetland outfall. Watch for big debris.
Across from 483 Duvall Ave NE
086970TR-A
Open
Issue
Inlet to honey creek system on Duvall Ave NE. SW
Known Drainage
Renton MaintE
Flooding
corner of parking lot.
4715 Sunset Blvd NE
Open
Issue
Wetland/ 3 Chambers. Chamber one inlet and outfall
Known Drainage
Renton MaintE
Flooding
(shore gate control in manhole)
682 Vashon PL NE
6403500650
Open
Issue
Known Drainage
Renton MaintE
Flooding
Trash rack directly behind sidewalk and mailboxes.
Between 15619 & 15705 SE 157th St
Open
Issue
Known Drainage
Renton MaintE
Flooding
Trash rack inlet surrounded by chain link fencing.
1235 S 36th St
Open
Issue
Inlet pipe line is directly to the north of the clarion
hotel. Be extremely cautious during heavy rain,
Known Drainage
Renton MaintE
Flooding
heavy flow and will suck anything into the pipe.
3700 East Valley Rd
3023059117
Open
Issue
When entering eagle ridge stay to the right. Follow
gravel road past the gate to the end. Follow trail at
Known Drainage
Renton MaintE
Flooding
the end of the road.
1300 S Eagle Ridge Dr.
Open
Issue
Six inch bee hive on the south side of the road,
Known Drainage
Renton MaintE
Flooding
directly to the east of the bus turn around.
Royal Hills Dr
Open
Issue
Driveway/Garage flooding from street runoff during
2018112801
Flooding
heavy rain events
5155 38th Ct
8558600195
Open
0914201801
Flooding
13928 156th ave SE Renton,WA 98059
0914201801
Open
Private
11272018
Flooding
flooded their garage, caused by leaves
1749Jones Dr
7399000020
Open
Private
2019012401
Flooding
Runoff from site ponding reported to flow to ROW
198240106th Ave SE
0087000250
Open
Private
Resident approached volunteer and described
2016092201
Flooding
flooding at street cb during heavy events
Jones AVE NE ROW at NE 23rd
Closed
IMaintenance
Citizen reported overtopping of private street cb
2017031301
Flooding
running crx sidewalk.
NE 23rdSt/Jones Ave NE
Closed
Private
Properties flooded by runoff from Toalson Prop:
2017020904
Flooding
2017020903
8225,82315 132nd St
12144800535,525
Closed
Private
2010090801
Flooding
421 UnionSystem
10923059050
2010010401
Flooding
3108SE6th Ward DC
12IM00150
2013082001
Flooding
1326 Beacon Way
7221400001
2013110401
Flooding
Victora Hills/Montclaire
889870TR-C
Page 1 of 6
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Location
Parcel ID
Status
Category
Closed Date
2012010501
Flooding
Bank of America Drive Thru
7231502271
KC-1996-1662
Flooding
SEE96-0438
17418 108TH AVE SE
2923059072
King County
2019012401
Flooding
Flashwater and debris running into the road
17013 106th Ave SE
2019031501
Flooding
Flow accumulated next the property
2104 Wells Ct S
5/3/2019
flooding into a living room, caused by leaves. The
apartment is lower than the road and the water
1127291801
IFlooding
topped the curb.
200 Maple ave S
1127291801
11/28/2018
Followup to earlier drainage issue. Flooding of
2018013101
Flooding
parking lot due to overtopping or RR ditch.
Houser Way Bypass
0823059026
Closed
Maintenance
6/8/2018
Groundwater surcharging at crack in driveway,
2018021301
Flooding
running over walk.
14055 SE 159th PI
5104451070
Closed
Private
5/1/2018
Site drainage flowing to neighboring property at
2018040501
Flooding
2219 NE 6th Ct
601 Bronson PI NE, Renton
7227502505
Closed
Private
4/27/2018
New resident inquired about tree removal in ROW.
2018041001
Flooding
Water pooling in yard.
110505E 186thSt
9117100300
Closed
Private
4/26/2018
Resident stated that the sidewalk and driveway filll
2018041801
Flooding
up with water
645Shattuck Ave S, Renton
1823059134
Closed
Other
4/18/2018
Water in backyard, concerns of runoff from
2018032601
Flooding
neighboring apartments
564 S 51st CT
8083350200
Closed
Private
3/26/2018
Flooding
Surface Water Drainage
140th way SE
2314301060
2/6/2018
Resident observed water running across sidewalk to
2018020501
Flooding
roadway.
140th Way SE / north of SE 154th PI
Closed
Maintenance
2/5/2018
2018012401
Flooding
Resident has water in crawlspace and adjacent yard.
1500 S 18th St, N101
7988500000
Closed
lPrivate
2/5/2018
Res. describes backyard flooding, possibly due to
2017122901
Flooding
neighbor
15823 130th Ave SE
2460700200
Closed
Private
1/8/2018
2017071901
Flooding
Stormwater missing CB per customer
8805 S 132nd St
2144800885
Closed
Maintenance
7/27/2017
Capital Improment
2017050501
Flooding
Building flooding during 100yr rain event
95 Burnett Ave S
0007200072,0148
Closed
Project
6/15/2017
Runoff from 156th Ave SE runs down driveway
2017052301
Flooding
during heavy events.
13615 156th Ave SE
1463400047
Closed
lPrivate
6/9/2017
Possible street runoff flooding at base of driveway
2017051901
Flooding
during heavy events
16522 108th Ave SE
0088000721
Closed
Maintenance
6/1/2017
Res. inquired about connection to public storm
2017050901
Flooding
system
4611 NE 17th PI
5169700136
Closed
Private
5/22/2017
2017050401
Flooding
Debris blocking culvert end
9403 s 192nd St
0622059051
Closed
Maintenance
5/4/2017
2017050402
Flooding
Debris blocking culvert end.
16404 111th Ave SE
0088000442
Closed
Maintenance
5/4/2017
Water ran down NE 14th onto property during 100yr
2017050403
Flooding
event
1401Jones Ave Ne
3344500045
Closed
Maintenance
5/4/2017
debris covered grate causing water/debris to run
2017050404
Flooding
down NE43rd
4348 Lincoln Ave NE
3345700005
Closed
Maintenance
5/4/2017
2017050405
Flooding
Flooding over road at RR underpass
Hardie Ave Underpass
Closed
Maintenance
5/4/2017
2017050406
Flooding
Flooding intersection -100yrevent
Park Ave N
Closed
Maintenance
5/4/2017
2017050407
Flooding
Standing Water in street -100yrevent
ROW at706Shelton Ave NE
Closed
Maintenance
5/4/2017
2017050408
Flooding
Flooding at intersections
Wells/Williams & Grady Way
Closed
Maintenance
5/4/2017
Flooding of private roadway, visited site - private
2017033101
Flooding
drain issue
122nd PI SE Private Drive
3323059079
IClosed
Private
5/3/2017
FYI Only, Property OCL- Owner concerned of access
2017041901
Flooding
due to flooding ofSoos Creek
3323059053
Closed
Private
4/20/2017
2017040601
Flooding
Res submitted ERTS re: backyard flooding
522 Pasco PI NE
9477940040
Closed
lPrivate
4/6/2017
Water Ponding in SW corner of lawn. Ongoing
problem, appears larger since new construction to
2017020901
Flooding
east.
11323 SE 180th PI
0511700070
Closed
Maintenance
3/31/2017
Backyard Flooding, resident requested visit to
2017030201
Flooding
investigate drainage options
12762 SE 164th St
1432900150
Closed
Private
3/3/2017
Resident stated that drainage system at RR
2015073101
Flooding
overflows during heavy events, flooding garage
3223 Mountain View Ave N
3342103775
Closed
lPrivate
12/1/2016
System surcharged at structure, flowed to residential
2016101401
Flooding
property.
Victoria Hills/Montclaire
3376750000
Closed
Maintenance
10/21/2016
Storm System Surcharge in heavy rain placing
2016080201
Flooding
sand/silt
15711 SE 157th St / Summerfield
8856920170
Closed
Maintenance
8/4/2016
Owner was contacted by attorney re: 3318 LWB
2016070601
Flooding
property receiving runoff.
3315 Burnett Ave N
3342100032
Closed
Other
7/13/2016
Resident is concerned about high runoff in driveway
2016041901
Flooding
during rain events.
6704 SE 8th St
1423059030
Closed
Private
5/1/2016
Water under home, customer concerned of ROW
2016032401
Flooding
runoff.
375 Union Ave SE#198
1623059022
Closed
Private
3/31/2016
Flooding in ROW during heavy rain events, NE of
2015120802
Flooding
intersection and South side of Sunset
NE Sunset / Anacortes Ave NE
Closed
Maintenance
3/8/2016
Onsite flooding, owner feels adjacent construction is
2016012201
Flooding
issue.
1101 Lake Washington Blvd N (920?)
0823059178
Closed
Private
1/29/2016
Flooding of daylight basement during heavy rain
2016012601
Flooding
events.
4434 NE 23rd Ct
2787720140
Closed
lPrivate
1/27/2016
Email - res. describes recurring drainage issues from
2015121601
iFlooding
street runoff, basement drain surcharge
1603 Davis Ave S
3340401265
Closed
Private
1/7/2016
Resident has recurring water accum. in crawlspace.
2015123001
Flooding
Asked for tech. assistance
103115E 185th PI
19476000070
Closed
Private
1/6/2016
Page 2 of 6
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Location
Parcel ID
Status
Category
Closed Date
2015120901
Flooding
On site structure overtopping, investigate structure
and drainage
1610/1614 Lake Youngs Way SE
8645510500
Closed
Private
12/30/2015
2015121401
Flooding
Site flooding during heavy events. Contractor hired,
questions outfall to wetland.
12000 SE Petrovitsky
0739000066
Closed
Private
12/21/2015
2014121501
IFlooding
Ref. DC 2013112601_Site/Structure flooding during
heavy rain events
15509 116th Ave SE
2023059067
IClosed
Private
9/1/2015
2015020901
Flooding
Site Runoff, Sewer Issues - Source of downhill
flooding on Neimi property
108175E 170thSt
2923059144
Closed
Private
7/15/2015
2014103101
Flooding
EMail to CED - Water Pooling in backyard of
residence. Res says old KC drainage project a factor.
17020 108th Ave SE
2923059052
Closed
Other
6/1/2015
2014120501
Flooding
Duvall Place ditchline overtopping, sedimentation.
723 Duvall PI
6649500170
Closed
Maintenance
6/1/2015
2015030401
Flooding
Resident call to investigate increased water level in
backyard
2012 Shattuck Ave S
7222000184
Closed
Private
4/1/2015
2015031901
Flooding
Pond on adjacent property overtops, floods
neighbors and roadway
17616 116th Ave SE
6196600040
Closed
Private
3/23/2015
2015012901
Flooding
Flooding on north property line, concerns of
neighboring property runoff/grading issues
2202Jones Ave NE
334903611
Closed
Private
2/4/2015
2015012902
IFlooding
No Immed. flooding issues - Resident requested
information on system in street. Concern of
potential flooding from street system.
19721 92nd Ave
0622059047
Closed
IMaintenance
1/30/2015
2014112601
Flooding
Catch basin surcharges in heavy rain events. Onsite
roof & area drain tied into cb, site flooding.
95 Burnett Ave S
0007200148
Closed
Private
12/15/2014
2014102001
Flooding
Resubmitttal of 2013 DC, Resident requesting CB
north of driveway to attach site drain system.
19250 106th Ave SE
0522059312
Closed
Maintenance
10/23/2014
2013120201
IFlooding
Alley runoff flooding back yard of residence.
Conveyance condition and path not known.
1110 N 27th PI
1644500390
Closed
Maintenance
10/22/2014
2013080501
Flooding
Discharge from unknown source flooding property
15805 140th CtSE
5104450820
Closed
Maintenance
8/1/2014
2014062501
Flooding
Plugged drain line from property running into street
5024 Lake Washington Blvd NE
3343300862
Closed
Private
7/15/2014
2013112601
Flooding
Church school building flooded during heavy events,
concern that Water facility runoff a factor.
15509 116th Ave SE
2023059067
Closed
Private
11/27/2013
2013100101
Flooding
Ditch and front yard flooding during recent events
10833 SE 173rd St
1626800055
Closed
Maintenance
10/4/2013
2013093001
Flooding
Runoff from alley & adj construction site flooding
backyard
3318 Lake Washington Blvd N
3342100036
Closed
Other
10/2/2013
2013083001
Flooding
Street Runoff flooded property during Aug 29 event
900 Kirkland Ave NE
8074400115
Closed
Capital Improment
lProject
10/1/2013
2013090301
Flooding
CB surcharged flooding front yard in 8/29 event
1741Jones Dr SE
7399000020
Closed
Maintenance
10/1/2013
2013090601
Flooding
Street Runoff flooding driveway during heavy rain
events
108105E 182nd St
0741100020
Closed
Other
9/13/2013
2013061201
Flooding
Sheet flow from street runs onto property - no
curb/gutter
19251 106th Ave SE
0522059312
Closed
Private
6/17/2013
2013041201
Flooding
Street Runoff flooding driveway during heavy rain
events
9215 S 198th St
7941000200
Closed
Maintenance
5/1/2013
KC-2000-0013
Flooding
PVT PROPERTY FLOODING NEW SFR CONTRIBUT
18851 103RD CT SE
3223059314
King County
12/11/2002
KC-2000-0013
Flooding
PVT PROPERTY FLOODING NEW SFR CONTRIBUTE.
OWNER DECLINED OPTIONS TO REPLACE HIS PUMP
SYSTEM.
18851 103RD CT SE
3223059314
King County
12/11/2002
KC-2000-0094
Flooding
GROUNDWATER SURFACING ON PVT PROP
7855 S 130TH ST
2144800334
King County
7/24/2001
KC-2000-0094
Flooding
GROUNDWATER SURFACING ON PVT PROP
7855 S 130TH ST
2144800334
King County
7/24/2001
KC-1999-0657
Flooding
ROADS CAUSING FLOODING SEE99-0608
17314 116TH AVE SE
7938400060
King County
9/20/1999
KC-1999-0602
Flooding
APPARENT OVERFLOW OF ROAD DRNG
10426 SE 196TH ST
6388000040
King County
9/3/1999
KC-1999-0230
Flooding
17811 97TH AVES
7616800150
King County
6/30/1999
KC-1998-0546
Flooding
SHEET FLOW FROM ROAD HIGH INTENSITY ST
10810 SE 182N1) ST
0741100020
King County
8/26/1998
KC-1996-0438
Flooding
OFFSITE FLOW IMPACTING CHURCH PROPERTY
17418 108TH AVE SE
2923059072
King County
7/14/1998
KC-1996-0540
Flooding
INADEQUATE PVT DRNG SYS IMPACT PVT PROP
16308 126TH AVE SE
1433100200
King County
12/31/1997
KC-1997-0423
Flooding
ROADSIDE DITCH OVERFLOW-160TH AVE SE
14028 160TH AVE SE
1457500105
King County
12/18/1997
KC-1996-0282
Flooding
STORM EVENT COMMERCIAL PROP FLOODING
11626 SE 168TH ST
1423700941
King County
12/17/1997
KC-1997-0206
Flooding
OFFSITE FLOW IMPACTING PRIVATE PROP
16046 SE 142ND PL
7253700110
King County
10/29/1997
KC-1996-0438
Flooding
OFFSITE FLOW IMPACTING CHURCH PROPERTY
17418 108TH AVE SE
2923059072
King County
10/2/1997
KC-1997-0206
Flooding
OFFSITE FLOW IMPACTING PRIVATE PROP
16046 SE 142ND PL
7253700110
King County
9/10/1997
KC-1997-1081
Flooding
NEIGHBORHOOD DRNG PROB COST PROHIBITIVE
16316 127TH AVE SE
1433100320
King County
7/3/1997
KC-1997-0055
Flooding
PUGET COLONY HOMES
14105 SE 133RD ST
6928000210
King County
5/8/1997
KC-1996-2050
Flooding
NAT CHAL SEDIMENT IMPACT CIP PROJ???
126015E PETROVITSKY RD
0739000105
King County
2/14/1997
KC-1997-0194
Flooding
SUMP PMP DISCHARGE WATER ON ROAD
11924 SE 161ST ST
1423400070
King County
2/14/1997
KC-1997-0203
Flooding
OVERFLOW FROM D/W CULV IMPACT PVT PROP
14028 160TH AVE SE
1457500105
King County
2/11/1997
KC-1997-0206
Flooding
OFFSITE FLOW IMPACTING PRIVATE PROP
16046 SE 142ND PL
7253700110
King County
2/11/1997
KC-1997-0349
Flooding
PONDING IN ROAD RIGHT-OF-WAY
138DD SE 156TH
2104450400
King County
2/7/1997
KC-1996-2071
Flooding
INADEQUATE CONVEYANCE OFFSITE FLOW
11828 SE 180TH ST
6196600543
King County
2/7/1997
Page 3 of 6
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Location
Parcel ID
Status
Category
Closed Date
KC-1997-0084
Flooding
UNDER CONST R/D POND
18504 112TH AVE SE
3223059287
King County
2/5/1997
KC-1996-2061
Flooding
14615 SE RENTON-MAPLE VALLEY HWY
2223059018
King County
2/4/1997
KC-1997-0055
Flooding
PUGET COLONY HOMES
14105 SE 133RD ST
6928000210
King County
1/30/1997
KC-1997-0173
Flooding
RUDELLS FLOODING D90914
18304 108TH PL SE
5089700480
King County
1/28/1997
KC-1997-0263
Flooding
HIGH GROUNDWATER TABLE BASEMENT FLOODED
16117 131ST PL SE
2473380310
King County
1/27/1997
KC-1996-2071
Flooding
INADEQUATE CONVEYANCE OFFSITE FLOW
11828 SE 180TH ST
6196600543
King County
1/24/1997
KC-1997-0085
Flooding
RUDDELLS STUDY PROBLEM, CIP TO BE DONE
11202 SE 186TH ST
9117000160
King County
1/23/1997
KC-1997-0054
Flooding
GROUNDWATER FROM NEIGHBOR
13660 143RD AVE SE
0593400070
King County
1/13/1997
KC-1997-0053
Flooding
GNDWATER FROM NEIGHBOR
16425 128TH AVE SE
1423910570
King County
1/13/1997
KC-1997-0055
Flooding
PUGET COLONY HOMES
14105 SE 133RD ST
6928000210
King County
1/13/1997
KC-1996-2042
Flooding
GROUND WATER IMPACT PVT PROP
16134 128TH AVE SE
1432900310
King County
1/3/1997
KC-1996-1236
IFlooding
APPARENT IMPACT TO PVT PROP OPEN NDAP??
17023 113TH AVE SE
2892700120
King County
12/13/1996
KC-1996-1724
Flooding
OFFSITE FLOW IMPACTING PVT PROP
14206 164TH AVE SE
7695500360
King County
10/18/1996
KC-1996-1662
Flooding
SEE 96-0438: COMPLAINANT WITHDREW CMPLT
17418 108TH AVE SE
2923059072
King County
10/17/1996
KC-1996-1662
Flooding
SHEET FLOW FROM PARKING SEE 960438
17418 108TH AVE SE
2923059072
King County
9/26/1996
KC-1996-1236
Flooding
APPARENT IMPACT TO PVT PROP OPEN NDAP??
17023 113TH AVE SE
2892700120
King County
8/8/1996
KC-1996-0714
Flooding
RUDDELL ADD
110445E 186TH ST
9117100290
King County
6/7/1996
KC-1996-0540
Flooding
INADEQUATE PVT DRNG SYS IMPACT PVT PROP
16308 126TH AVE SE
1433100200
King County
5/20/1996
KC-1996-0094
Flooding
WATER OVERSIDEWALK FROM PVT PROP
12103 SE 164TH ST
1423801090
King County
4/18/1996
KC-1996-0552
Flooding
FLOODING FROM VANDALIZED FIRE HYDRANT
11615 148TH AVE SE
1023059353
King County
4/9/1996
KC-1996-0713
Flooding
PVT PROP FLOODING FROM INADEQUATE DRNG
16316 127TH AVE SE
1433100320
King County
3/26/1996
KC-1996-0540
Flooding
INADEQUATE PVT DRNG SYS IMPACT PVT PROP
16308 126TH AVE SE
1433100200
King County
3/21/1996
KC-1996-0218
Flooding
ADJ PROPERTY IMPROV IMPACT PVT PROP
16131 120TH AVE SE
1423400175
King County
3/15/1996
KC-1996-0094
Flooding
WATER OVERSIDEWALK FROM PVT PROP
12103 SE 164TH ST
1423801090
King County
3/15/1996
KC-1996-0679
Flooding
IMPACTTO PVT PROPERTY FROM UNMAINT DRG
12031 SE 170TH PL
1432401095
King County
3/15/1996
KC-1996-0438
Flooding
OFFSITE FLOW IMPACTING CHURCH PROPERTY
17418 108TH AVE SE
2923059072
King County
3/15/1996
KC-1996-0221
Flooding
STORM EVENT FLOODING DUE TO STORM
16316 127TH AVE SE
1433100320
King County
3/7/1996
KC-1996-0185
Flooding
WATER MISSES CB, PIPE DAMAGE
11625 148TH AVE SE
1023059354
King County
2/27/1996
KC-1995-1116
Flooding
APPARENT GROUND WATER PROBLEM.
16128 128TH AVE SE
1432900300
King County
1/12/1996
KC-1994-1000
Flooding
LACK OF CONVEYANCE THROUGH PVT PROP
11615 148TH AVE SE
1023059390
King County
12/7/1995
KC-1995-0855
Flooding
BUILDING FLOODED FROM BLOCKED D/S
17418 108TH AVE SE
2923059072
King County
10/27/1995
KC-1995-0649
Flooding
BRODKA/WORELY DISPUTE
12602 SE PETROVISKY RD
0739000025
King County
8/14/1995
KC-1995-0179
Flooding
GRNDWTR IMP TO S/W; WILLTIE TO DWNSPTS
18618 106THPLSE
8956500190
King County
5/9/1995
KC-1995-0214
Flooding
ROAD RUNOFF DOWN DRIVEWAY FLOODS BSMT
7601+5 135TH ST
2988800121
King County
5/1/1995
KC-1995-0214
IFlooding
ROAD RUNOFF DOWN DRIVEWAY FLOODS BSMT
7601+5 135TH ST
2988800121
King County
5/1/1995
KC-1994-1000
Flooding
LACK OF CONVEYANCE THROUGH PVT PROP
11615 148TH AVE SE
1023059390
King County
3/22/1995
KC-1994-0995
Flooding
OBSTRUCTED FLOW BY FREDRICK'S PLACE ??
18616 102ND AVE SE
3223059085
King County
3/13/1995
KC-1995-0214
Flooding
7601+5 135TH ST
2988800121
King County
3/7/1995
KC-1995-0179
Flooding
UNCONTROLLED FLOW OVER SIDEWALK
18618 106TH PL SE
8956500190
King County
3/1/1995
KC-1993-0724
Flooding
FLOODING IN WETLAND ON PROPERTY
13516 164TH AVE SE
7229700006
King County
1/18/1995
KC-1994-0933
Flooding
OPEN CHANNEL PVT PROP NO EASEMENTS
10406 SE 174TH ST
2923059151
King County
1/13/1995
KC-1994-1000
Flooding
LACK OF CONVEYANCE THROUGH PVT PROP
11615 148TH AVE SE
1023059390
King County
1/10/1995
KC-1994-0447
Flooding
VALLEY FAIRE 3 TIGHTLINE
15705 SE 157TH ST
8856920180
King County
12/16/1994
KC-1994-0447
Flooding
VALLEY FAIRE III SYSTEM NOT WORKING
15705 SE 157TH ST
8856920180
King County
12/15/1994
KC-1994-0447
Flooding
VALLEY FAIRE III SYSTEM NOT WORKING
15705 SE 157TH ST
8856920180
King County
7/29/1994
KC-1993-0109
Flooding
YARD PONDING NOT NDA SINGLE PROP SOURCE
15533 156TH CT SE
8856920330
King County
4/2/1994
KC-1993-0724
Flooding
FLOODING
13516 164TH AVE SE
7229700006
King County
10/25/1993
KC-1993-0109
Flooding
VALLEY FAIRE CRAWL SPACE
15533 156TH CT SE
8856920330
King County
2/25/1993
KC-1990-1511
Flooding
CAPACITY OF PLAT DRNG
14105 SE 133RD ST
6928000210
King County
1/23/1993
KC-1991-0929
Flooding
TO CIP
17024 SPRINGBROOK RD S
3023059041
King County
12/24/1992
KC-1991-0196
Flooding
NOT NDAP
18425 112TH AVE SE
3223059195
King County
12/8/1992
KC-1991-0777
Flooding
CCF# 591-39 NOT NDA PUGET COLONY
14103 SE 132ND ST
6928000050
King County
11/24/1992
KC-1992-0078
Flooding
TO CIP
112085E 182ND ST
8906100070
King County
11/23/1992
KC-1991-0852
Flooding
WATER FROM BANK
126155E PETROVISKY RD
0739000115
King County
11/19/1992
KC-1990-1186
Flooding
MEMO/RUDDELLS STUDY TO PA
11044 SE 186TH ST
9117100290
King County
9/11/1992
KC-1991-0080
Flooding
RETAINING WALL/PONDING WATER
14037 SE 159TH PL
5104451030
King County
8/28/1992
KC-1992-0078
Flooding
112085E 182ND ST
8906100070
King County
2/26/1992
KC-1991-1100
Flooding
IN YARD AND PLAYGROUND
12512 SE 164TH PL
1433200040
King County
11/1/1991
KC-1991-1087
Flooding
LACK OF DRNG/NEW HOUSES
18216 124TH AVE SE
3323059069
King County
10/29/1991
KC-1990-1128
Flooding
MUDSLIDE CL#13375
161265E 156TH ST
8856890310
King County
10/4/1991
KC-1991-1028
Flooding
CROSS PIPE SIZE OK
9623 S 175TH ST
8558600195
King County
10/1/1991
KC-1991-0996
Flooding
RUDDEL'S FIRST ADD STUDY
11056 SE 186TH ST
9117100310
King County
9/18/1991
KC-1991-0929
Flooding
DITCH BY PRIVATE DRIVEWAY
17024 SPRINGBROOK RD S
3023059041
King County
8/28/1991
KC-1991-0885
Flooding
CCF#SWM-0854/DRAINAGE IMPROVEMENTS
13405 142NDAVESE
6928000400
1 King County
8/20/1991
KC-1991-0099
Flooding
MEMO TO PA
12602 SE PETROVITSKY
0739000020
King County
8/155991
KC-1991-0852
Flooding
WATER FROM BANK
12615 SE PETROVISKY RD
0739000115
King County
8/14/1991
KC-1991-0817
Flooding
R/D POND BACKUP
18851 103RD CT SE
3223059314
King County
7/26/1991
KC-1991-0290
Flooding
DITCH MAINTENANCE/NEW DEVELOPEMENT
17023 106TH AV SE
0087000203
King County
6/22/1991
KC-1990-1623
Flooding
@ R/D FACILITY SEEPING WATER
113611SE 116TH ST
1437650230
King County
6/21/1991
KC-1991-0031
Flooding
STORM EVENT/NO DITCH PONDING
18217 124TH AVE SE
3323059094
King County
6/18/1991
KC-1990-1187
Flooding
CL#13430 FLOODED HOUSE
13932 SE 155TH PL
5104450160
King County
6/6/1991
KC-1991-0777
IFlooding
CCF# 591-39
114103 SE 132ND ST
6928000050
King County
6/5/1991
Page 4 of 6
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Parcel ID
Status
Category
Closed Date
KC-1991-0315
Flooding
DIVERSION/CULVERT OVERFLOW
140115E 132ND
6928000020
King County
6/4/1991
KC-1991-0196
Flooding
18425 112TH AVE SE
3223059195
King County
4/6/1991
KC-1991-0339
Flooding
PIPE OF PRIVATE DITCH
11212 137TH AVE SE
1023059173
King County
3/29/1991
KC-1991-0170
Flooding
WATER IN BASEMENT
121095E 164TH ST
1423900010
King County
3/16/1991
KC-1991-0080
Flooding
WATER AND ICE ON SIDEWALK
14037 SE 159TH PL
5104451030
King County
3/9/1991
KC-1990-1602
Flooding
MUD & WATER IN STREET FROM CONST
15805 140TH CT SE
5104450820
King County
1/25/1991
KC-1990-1539
Flooding
RAVINE ERODING/FULL
142315E 138TH ST
1523059059
King County
1/19/1991
KC-1990-0709
Flooding
CL#12959 SEE CL#13224 DUE DECEMBER
18504 112TH AVE SE
3223059287
King County
12/26/1990
KC-1990-1061
Flooding
CL#13224 SEE CL#12959 GARAGE FLOODED
11202 SE 186TH ST
9117000160
King County
12/26/1990
KC-1990-0692
Flooding
CL#12942 WONDERLAND MOBILE PK DUE OCT
15277 BIRCH DR
2323059029
King County
12/11/1990
KC-1990-1552
Flooding
STORM EVENT/GIBBONS
15018 132ND AVESE
9189700175
King County
12/8/1990
KC-1990-1530
Flooding
18427 112TH AVE SE
3223059196
King County
11/27/1990
KC-1990-1531
Flooding
18427 112TH AVE SE
3223059196
1 King County
11/27/1990
KC-1990-0804
Flooding
COMPLETION OF STUDY
14105 SE 133RD ST
6928000210
King County
9/18/1990
KC-1990-0776
Flooding
SUMMERFIELD/CL#13011
159005E 156TH ST
8856890090
King County
7/19/1990
KC-1990-0869
Flooding
CL#13063/SUMMERFIELD
15607 160TH CT SE
8856890180
King County
7/19/1990
KC-1990-0622
Flooding
CL#12901 SUMMERFIELD
15613 160TH CT SE
8856890190
King County
7/19/1990
KC-1990-0708
Flooding
SUMMERFIELD/CL#12952
15617 160TH CT SE
8856890200
King County
7/19/1990
KC-1990-0477
Flooding
CL#12818 SUMMERFIELD
15621 160TH CT SE
8856890210
King County
7/19/1990
KC-1990-0476
Flooding
CL#12816 SUMMERFIELD
15620 160TH CT SE
8856890220
King County
7/19/1990
KC-1990-0480
Flooding
CL#12826 SUMMERFIELD
15610 160TH CT SE
8856890240
King County
7/19/1990
KC-1990-0654
Flooding
CL#12920/SUMMERFIELD
15604 160TH CT SE
8856890250
King County
7/19/1990
KC-1990-0598
Flooding
CL#12874 & #12836 SUMMERFIELD
16104 SE 156TH ST
8856890350
King County
7/19/1990
KC-1990-0719
Flooding
BACK UP FROM PIPES/90-225,1077
5121 RIPLEY LN N
3343302870
King County
4/17/1990
KC-1990-0589
Flooding
/CLEVENGER STORM EVENT
16405 SE MAPLE VALLEY HW
2323059029
King County
3/23/1990
KC-1990-0304
Flooding
RAIN FROM HILLSIDE/STORM
16623 116TH PLSE
1423700910
King County
3/16/1990
KC-1989-0776
Flooding
FILLING OF LOT BEHIND/FLOODED CRAWLSPAC
11644 142ND AVE SE
1023059060
King County
2/23/1990
KC-1990-0209
Flooding
DITCH OVERFLOW/STORM EVENT
146395E 132ND ST
0847100060
King County
2/16/1990
KC-1990-0141
Flooding
POND OVERFLOW/90-0149,235,372/STORM EVE
18400 112TH AVE SE
9117000160
King County
2/5/1990
KC-1990-0149
Flooding
R/D POND OVERFLOW/ROBERT/ STORM EVENT
11202 SE 186TH ST
9117000160
King County
2/5/1990
KC-1990-0235
Flooding
WATER IN BASEMENT/STORM/90-141,149,342
11202 SE 186TH ST
9117000160
King County
2/5/1990
KC-1990-0342
Flooding
R/D POND/ROBERT/ STORM EVENT
11202 SE 186TH ST
9117000160
King County
2/5/1990
KC-1990-0274
Flooding
R/D POND FLOODED/STORM
11022 SE 184TH PL
3223059302
King County
2/5/1990
KC-1990-0225
Flooding
STORM
5121 RIPLEY LN N
3343302870
King County
1/28/1990
KC-1989-0563
Flooding
NEW PLAT ROAD WATER FLOWING OVER ROAD
3211 TALBOT RD S
3023059019
King County
11/28/1989
KC-1989-0268
Flooding
FLOODING OF FIELD/DITCH MAINT
16638 106TH AVE SE
0087000235
King County
5/25/1989
KC-1989-0051
Flooding
PONDINGIN BACKYARD
17121 125TH AVE SE
1432400090
King County
3/8/1989
KC-1989-0002
Flooding
WET YARDAND DRIVEWAY
7601 S 135TH ST
2988800121
King County
1/20/1989
KC-1988-0238
Flooding
NEW DRIVEWAY WILL IT FLOOD
18431 120TH AVE SE
6197800241
King County
6/18/1988
KC-1988-0220
Flooding
R/D POND IS FLOODING PROPERTY
18862 103RD CT SE
3223059251
King County
6/9/1988
KC-1988-0193
Flooding
SPRINGBROOK AREA
19030 102ND AVE SE
3223059327
King County
4/4/1988
KC-1987-1109
Flooding
WATER FROM UPHILL LOTS
19264 98TH AVES
7941200130
King County
3/7/1988
KC-1987-1026
Flooding
KENNYDALE CLEARING OF LAND
11030 SE 76TH ST
3343300842
King County
10/25/1987
KC-1987-0445
Flooding
SEE 86-03A4 PENTON.87-0707
138375E 128TH ST
1523059112
King County
9/26/1987
KC-1987-0821
Flooding
SKYWAY/RENTON AVE S WIDENING
8044 S 132ND ST
2144800466
King County
7/25/1987
KC-1987-0108
IFlooding
OH/TO PA FOR CM-07/19/87-MAPLEWOOD HTS
13419 SE 141ST ST
5127000200
King County
7/19/1987
KC-1986-1296
Flooding
BASEMENT FLOODING
16623 BENSON RD SE
0087000332
King County
7/3/1987
KC-1987-0654
Flooding
WATER UNDER HOUSE
17005 130TH AVE SE
7229200060
King County
6/20/1987
KC-1987-0641
Flooding
IN BSMT 87-0596 VAN MECHELEN
8054 S 132ND ST
2144800460
King County
6/7/1987
KC-1987-0518
Flooding
SPRING GLEN/ROAD DRAINAGE
17223 98TH AVES
8558600060
King County
6/7/1987
KC-1987-0409
Flooding
INADEQUATE DRNG/PLUGGED 86-1047
17665 111TH AVE SE
3276200230
King County
5/11/1987
KC-1987-0471
Flooding
SPRING GLEN 86-1166,1185
11202 SE 186TH ST
9117000160
King County
4/26/1987
KC-1987-0433
Flooding
@ FAIRWOOD CRAWL SPACE WET
12716 SE 164TH ST
1432900210
King County
4/25/1987
KC-1987-0445
Flooding
FILLING OF LOT
13837 SE 128TH ST
1523059112
King County
4/15/1987
KC-1987-0415
Flooding
YARD 87-0412
17224 98TH AVES
8558600100
King County
4/15/1987
KC-1987-0255
Flooding
STANDING WATER & MUD
14639 SE 132ND ST
0847100060
King County
4/14/1987
KC-1987-1145
Flooding
PIPE TO HIGH FOR POND
18850 103RD CT SE
3223059231
King County
4/14/1987
KC-1987-0314
Flooding
ROAD CULVERT DISCHARGE ON PROPERTY
100285E 190TH ST
3388320050
King County
3/18/1987
KC-1986-1166
Flooding
STORM OVERFLOW
11202 SE 186TH ST
9117000160
King County
3/6/1987
KC-1986-1185
Flooding
SEE: 86-1166 BRYANT, BILL
11202 SE 186TH ST
9117000160
King County
3/6/1987
KC-1986-1190
Flooding
BASEMENT GETTING WATER
11001 SE 186TH ST
9117100080
King County
3/6/1987
KC-1986-1047
Flooding
TO SMALL OF PIPE
17665 111TH AVE SE
3276200230
King County
12/1/1986
KC-1986-0707
Flooding
138375E 128TH ST
1523059112
King County
8/7/1986
KC-1986-0264
Flooding
FLOODED LOT
12137 SE 172ND ST
1432401120
King County
4/29/1986
KC-1986-0105
Flooding
TO RD COORD 2/11
8223 S 132ND ST
2144800525
King County
3/24/1986
KC-1986-0103
Flooding
TO B.A.L.D.
14220 164TH AVE SE
7695500330
King County
2/19/1986
KC-1984-0085
Flooding
TO CODE ENF.
109085E 164TH AVE
0088000870
King County
10/29/1984
KC-1984-0085
Flooding
TO CODE ENF.
10908 SE 164TH ST
0088000870
King County
8/8/1984
KC-1984-0247
Flooding
FRONT YARD
11613 SE 164TH ST
1423700610
King County
6/21/1984
KC-1984-0094
Flooding
18814 110TH CT SE
2698200160
King County
6/6/1984
KC-1984-0088
Flooding
CULVERTS BLOCKED
17041 104TH AVE SE
2923059161
King County
6/6/1984
KC-1984-0096
Flooding
16638 106TH AVE SE
0087000235
King County
6/4/1984
KC-1984-0302
Flooding
12129 SE 172ND ST
1432401115
King County
5/23/1984
KC-1984-0310
Flooding
BENSON HILL AREA
18019 118TH AVE SE
6197200323
King County
4/9/1984
KC-1984-0104
IFlooding
17420 98TH AVES
18558600170
King County
3/23/1984
KC-1984-0013
Flooding
12864 SE 102ND ST
7788400185
King County
2/29/1984
KC-1983-0380
Flooding
IN CRAWLSPACE
16618 127TH AVE SE
1423910310
King County
5/5/1983
KC-1983-0197
IFlooding
1
17811 97TH AVES
17616800150
King County
3/30/1983
Page 5 of 6
City of Renton Drainage Complaint Data
Surface Water Utility System Plan From City of Renton Online GIS Database
July 1, 2020
Reference
Number
Request Type
Description
Location
Parcel ID
Status
Category
Closed Date
KC-1983-0422
Flooding
12206 SE 167TH ST
1423900980
King County
3/8/1983
KC-1983-0353
Flooding
13224 144TH AVE SE
0847100073
King County
2/16/1983
KC-1982-0030
Flooding
CO RD CULVERT
9630 138TH AVE SE
0323059164
King County
12/30/1982
KC-1982-0224
Flooding
CASCADE VISTA
11325 SE 176TH ST
3223059005
King County
12/21/1982
KC-1982-0208
Flooding
EROSION
11220 SE 186TH
9117000140
King County
9/27/1982
KC-1982-0341
IFlooding
14005 SE 133RD ST
6928000170
King County
6/11/1982
KC-1982-0522
Flooding
SEEPAGE/SUMP-PUMP/DRNG DITCH
11702 SE 157TH ST
1432600670
King County
6/7/1982
KC-1982-0183
Flooding
10034 SE 190TH ST
3388320040
King County
4/26/1982
KC-1982-0204
Flooding
17210 SPRINGBROOK RD S
8558600010
King County
4/19/1982
KC-1982-0566
Flooding
17004 113TH AVE SE
2892700020
King County
3/22/1982
KC-1982-0520
Flooding
13612 160TH AVE SE
1457500085
King County
2/25/1982
KC-1982-0189
Flooding
10830 SE 173RD ST
1626800020
King County
2/18/1982
KC-1982-0342
Flooding
CASCADE VISTA
15779 119TH PLSE
1432600335
King County
1/27/1982
KC-1982-0476
Flooding
CASCADE VISTA 62 AREA
15779 119TH PLSE
1432600335
King County
1/27/1982
KC-1981-0096
Flooding
YARD
10836 SE 190TH ST
6623400031
King County
12/15/1981
KC-1981-0217
Flooding
CASCADE AREA
16743 126TH AVE SE
1423600170
King County
6/10/1981
KC-1981-0094
Flooding
INADEQUATE RD DRNG
10404 SE 194TH PL
0522059006
King County
2/18/1981
KC-1975-0132
Flooding
BASEMENT
11433 SE 164TH ST
0088000341
King County
11/12/1975
KC-1975-0150
Flooding
111TH AVESE/168TH ST
16650 111TH AVE SE
0088000426
King County
2/12/1975
Page 6 of 6
APPENDING
CIP FACT SHEETS
OSBORN CONSULTING, INC.
BELLEVUE • SEATTLE • SPOKANE
2021/2022 Preliminary Budget
City of Renton, Washington
SUMMARY BY COUNCIL PRIORITY
ESTIMATED
Projects
Type'
through
Total Project
Expenditures:
Monroe Ave NE & NE 2nd St Infiltration System Improvements
1
ED
25
225
650
5,450
-
-
-
-
-
6,350
Downtown Storm System Improvements
2
ED
886
750
3,050
2,230
-
-
-
-
-
6,917
Madsen Creek Improvement Project
3
M, SP
475
140
450
156
-
-
-
-
-
1,221
Jefferson Ave NE Green Connections Project
4
D
314
415
1,777
-
-
-
-
-
-
2,506
Cedar River Gravel Removal(Maintenance Dredge)Project
5
M, SP
10,564
1,000
1,000
902
-
Soo
500
500
-
14,966
Cedar River 205 Project Levee Recertification Project
6
R
822
370
320
2,570
1,020
580
70
70
-
5,822
Heather Downs Detention Pond Retrofit
7
M, SP
137
208
800
-
-
-
-
-
-
1,145
Stormwater Facility Retrofit Study
8
P
-
75
225
-
-
-
-
-
-
300
Burnett Ave S and Williams Ave S Water Quality Retrofit Project
9
D
2
30
225
213
-
-
-
-
-
470
SE 172nd St and 125th Ave N Storm System Improvement Project
10
D
207
233
20
-
-
1,500
1,500
-
-
3,460
SW 23rd Street Drainage and Fish Passage Improvements
11
M, SP
-
-
350
250
150
20
510
Soo
-
1,780
Maplewood Creek Sedimentation Facility Maintenance
12
M, SP
553
95
95
95
95
100
100
100
-
1,233
Madsen Creek Sedimentation Cleaning
13
M, SP
377
84
75
75
75
80
80
80
-
926
Rainier Ave and Oakesdale Ave Pump Station Upgrades
14
M, SP
125
80
142
375
-
-
-
-
-
723
Springbrook Creek Wetland and Habitat Mitigation Bank
15
D
762
70
40
50
-
-
-
-
-
922
Stormwater Facility Fencing Project
16
M, SP
485
5
140
140
100
100
100
100
-
1,170
Small Drainage Projects Program
17
M, SP
2,024
100
584
200
400
400
400
400
-
4,508
Surface Water Utility GIS
18
R
928
125
110
110
115
115
115
115
-
1,734
Talbot Hill Area Mosquito Abatement Program
19
R
532
90
85
85
85
90
90
90
-
1,147
CMP Storm System Replacement Program
20
ED
10
30
210
370
-
-
-
-
-
600
Hardie Ave SW -SW 7th St Storm System Improvements
21
ED
7,471
2
-
450
1,150
135
-
-
-
9,208
NE Sunset Blvd & Union Ave NE Storm System Improvements
22
ED
-
-
-
-
-
350
250
1,650
-
2,250
SW 43rd Street/Lind Ave SW Storm System Improvements
23
ED
-
-
-
-
-
300
500
3,200
-
4,000
East Valley Road Storm System Improvements
24
ED
-
-
-
-
-
-
400
150
-
550
Surface Water Utility System Plan
25
R
298
172
-
-
-
-
120
-
-
590
Ginger Creek/Cascade Park Basin Plan
26
P
-
-
-
-
-
350
-
-
-
350
Cedar River Flood Risk Reduction Feasibility Study
27
P
-
15
210
210
65
-
-
-
-
Soo
WSDOT Limited Access ROW Runoff Impact Mitigation Program
28
R
-
96
96
96
-
-
-
-
-
289
Miscellaneous/Emergency Storm Projects
29
M, SP
177
50
50
50
50
50
50
50
527
Total Expendtures
27,176
4,496
20,705
14,077
3,305
4,670
4,785
7,005
76,163
*Project Types: A = Acquisition, C= Cross Category, D = Development, M
= Maintenance,
P= Planning, R
= Regulatory,
ED = Correcting
Existing Deficiencies;
SP= System
Preservation;
N = New Facilities
to Accommodate
Growth
Project Funding Status:
Secured 27,176 4,440 10,705 14,077 1,085 "0 70 70 - 58,203
Anticipated" 2,220 4,090 4,715 6,935 17,960
Total Project Funding 27,276 4,440 10,705 14,077 3,305 4,670 4,785 7,005 76,163
"Expenditures utilizing anticipated funding are not included in the adopted budget.
Reconciliation to Adopted Budget:
Project Funding Secured 58,203
Appropriations To -Date 49,111
Additional Appropriations Needed 9,092
Additional Appropriations:
2021 Adopted Budget 1,326
2022 Adapted Budget 7,766
Total Additional Appropriations 9,092
Capital Investment Program - Surface Water 5 - 163
2021/2022 Preliminary Budget
City of Renton, Washington
Monroe Ave NE & NE 2nd St Infiltration System Improvements Priority Number: 1
Correcting Existing Deficiencies
Previously Approved
The project includes the design and construction of an additional infiltration system to provide increased drainage capacity to a 245-acre basin in the Renton Highlands. This basin does not have an adequate connection to
a downstream conveyance system or waterbody and solely relied on infiltration through perforated pipes near the city's Maintenance Shops prior to the construction of temporary overflow outfalls to the gravel pit at 301
Monroe Ave N owned by Segale Properties. The city has a temporary easement, last renewed in 2018, to discharge stormwater to the Segale gravel pit through two overflow pipes installed in 1996 and 2007. The city
anticipates that the easement agreement will be terminated in the near future as Segale is in the process of filling the pit, to redevelop the property to multi -family dwellings or mixed use commercial. The city is in the
process of evaluating alternatives for a permanent drainage solution that replaces the temporary overflow pipes, and is identifying grant opportunities to help fund this project. Planning level efforts will conclude in 2020,
and design efforts will start in 2021. Construction will need to be completed prior to the filling of the site.
The project will help protect businesses and residential areas from flooding with a permanent solution in lieu of a temporary easement granted to the city by a business owner. This project supports the city's goal of
promoting public safety.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
- -
-
- -
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
- -
-
- -
-
-
Grants/Contributions
17 108
-
- -
-
- -
-
125
Special Assessment District
- -
-
- -
-
- -
-
-
System Development Charges
- -
-
- -
-
- -
-
-
SurfacewaterCollectionFees
8 117
650
5,450 -
-
- -
-
6,225
Interest
tal R Toesources
25 1 225 1
650
5,450
6,350
Project Funding Status:
Secured
25 225
650
5,450 - -
- - - 6,350
Anticipated*
-
Total Project Funding
25 225
650
5,450
6,350
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 164
2021/2022 Preliminary Budget
City of Renton, Washington
Downtown Storm System Improvements Priority Number:
Correcting Existing Deficiencies
Previously Approved
Downtown Storm System Improvements consist of replacing undersized and aging stormwater pipes along S 2nd St, S 3rd St and their cross streets between Rainier Ave S and Mills Ave S. These improvements are part of
the Downtown Utilities Improvement Project managed by the Utilities Division and the Wells Ave S and Williams Ave S conversion project managed by the Transportation Division. These utility improvements are needed to
support re -development and new development in the downtown core and will provide better service for existing and future development. These projects are the first steps to support coordinated efforts by the city to
improve intersections, add signals, and convert S 2nd St and S 3rd St to two-way operations, as guided by the 2018 Downtown Civic Core Vision and Action Plan. Construction of these utility improvements started in 2020
and is expected to continue through spring 2022.
This project replaced undersized and aging drainage systems in the Downtown core in support of the City's 2018 Civic Core Vision and Action Plan and future transportation improvements. This project supports the city's
goals of economic development, public safety and quality of life.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- -
-
- -
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
- -
-
- - -
Grants/Contributions
- -
-
- -
-
- - -
-
Special Assessment District
- -
-
- -
-
- - -
-
SystemDevelopmentCharges
- -
-
- -
-
- - -
-
SurfacewaterCollectionFees
886 750
3,050
2,230 -
-
- - -
6,917
Interest
Total Resources
886 750
3,050
2,230
-
6,917
Project Funding Status:
Secured
886 750
3,050
2,230 - -
- - - 6,917
Anticipated*
Total Project Funding
886 750
3,050
2,230
6,917
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -165
2021/2022 Preliminary Budget
City of Renton, Washington
Madsen Creek Improvement Project Priority Number:
Maintenance and Preservation
Previously Approved
This project will address flooding problems associated with Madsen Creek, where it crosses SR-169 and discharges to the Cedar River. Flooding has occurred along SR-169 near Wonderland Estates Manufactured Home
Park, along 149th Avenue SE and in Ron Regis Park. The King County Flood Control District awarded the city a $472,000 flood reduction grant for hydrologic and hydraulic analysis, surveying, environmental analysis and
preliminary design to solve the flooding problems. The planning level effort was completed in March 2020. The design and construction of alternative solution elements identified in the planning effort will be funded
through a Capital Improvement Plan grant from the District in the amount of $615,000.
This project will construct near -term and long-term improvements to reduce the risk of flooding from Madsen Creek onto adjacent properties. This project supports the city's goal of promoting public safety.
ESTIMATED
Resources:
Mitigation Fees
- -
-
- -
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
- -
-
- -
-
-
Grants/Contributions
361 140
450
156 -
-
- -
-
1,107
Special Assessment District
- -
-
- -
-
- -
-
-
System Development Charges
- -
-
- -
-
- -
-
-
SurfacewaterCollection Fees
114 -
-
- -
-
- -
-
114
Interest
Total Resources
1
475 1 140 1
4501
256 1
1
1
1,221
Project Funding Status:
Secured
475 140
450
156 - -
- - - 1,221
Anticipated*
Total Project Funding
475 140
450
156
1,221
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -166
2021/2022 Preliminary Budget
City of Renton, Washington
Jefferson Ave NE Green Connections Project Priority Number:
Development
Previously Approved
This project will design flow reduction and stormwater quality treatment facilities for approximately 1,300 linear feet of roadway to include bio retention facilities, a storm conveyance system and permeable concrete
sidewalks on Jefferson Avenue NE (between NE 16th Street and NE 12th Street) and on NE 16th Street (between Jefferson Avenue NE and Harrington Ave NE) in the Sunset Area community along the existing roadway
where most feasible. The project is partially funded by an Ecology Stormwater Financial Assistance Program grant of $2,075,095 that was awarded in 2018. Project design and permitting is anticipated to be completed in
2020 with construction in 2021.
This project was identified in the Sunset Area Surface Water Master Plan that was developed and approved as part of the Sunset Community Investment Strategy and Planned Action EIS. This project supports the city's
goals of economic development, public safety and quality of life.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
- -
- - -
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- - -
-
- -
-
-
Grants/Contributions
298 182
1,777 - -
-
- -
-
2,258
Special Assessment District
- -
- - -
-
- -
-
-
SystemDevelopmentCharges
- -
- - -
-
- -
-
-
SurfacewaterCollectionFees
16 233
- - -
-
- -
-
249
Interest
Total Resources
314 1 415
1,777
2,506
Project Funding Status:
Secured
314 415
1,777 - - -
- - - 2,506
Anticipated*
Total Project Funding
324 415
1,777
2,506
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -167
2021/2022 Preliminary Budget
City of Renton, Washington
Cedar River Gravel Removal (Maintenance Dredge) Project Priority Number:
Maintenance and Preservation
Previously Approved
Periodic maintenance dredging along the lower 1.23 mile of the Cedar River is necessary due to ongoing sediment transport and deposition. This project is a critical component of the Lower Cedar River Section 205 Flood
Hazard Reduction project which consisted of dredging and adding levees and floodwalls to the lower 1.23 miles of the river. This project was completed in 1998 in cooperation with the US Army Corps of Engineers (USACE).
Gravel removal from the lower 1.23 miles of the Cedar River maintains the 100-year level of protection offered by the levees and floodwalls and is a requirement of the Project Cooperation Agreement with the USAGE.
The project is entirely funded by the King County Flood Control District. The project design, permitting and construction of the second dredging project was completed in 2016. The city is currently in the post -construction
mitigation phase through 2026, during which the city is required to maintain mitigation plantings, monitor habitat parameters and fish counts in the Elliot and Royal Hills habitat channels, and submityearly reports to the
permitting agencies. The planning and design effort for the next maintenance dredge is anticipated to begin in 2024.
This will provide funding for completing permitting, design, construction and mitigation work associated with the project and performing long-term monitoring, maintenance and reporting as required by the project
permits. This project supports the city's goals of economic development, public safety and quality of life.
ESTIMATED
Total Project
'after
Resources
Resources:
Mitigation Fees
- - - -
-
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- - - -
-
-
- -
-
Grants/Contributions
10,564 1,000 1,000 902
-
500
500 500
-
14,966
Special Assessment District
- - - -
-
-
- -
-
-
System Development Charges
- - - -
-
-
- -
-
-
Surfacewater Collection Fees
- - - -
-
-
- -
-
-
Interest
Total Resources
10,564 1,000 1,000 902
500
500 500
14,966
Project Funding Status:
Secured 10,564 1,000 1,000 902 - - - - - 13,466
Anticipated* 500 Soo 500 1,500
Total Project Funding 10,564 1,000 1,000 902 - 500 Soo Soo - 14,966
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -168
2021/2022 Preliminary Budget
City of Renton, Washington
Cedar River 205 Project Levee Recertification Project Priority Number:
Regulatory
Previously Approved
The U.S. Army Corps of Engineers originally certified the levees and floodwalls that were constructed as part of the Lower Cedar River Flood Hazard Reduction project in 1998. The U.S. Army Corps of Engineers has since
determined that their certification is no longer valid and that the city of Renton would need to re -certify the levees and floodwalls, if they are to be accredited by FEMA as providing 100-year flood protection for floodplain
mapping purposes. If the levees are not re -certified and accredited by FEMA, the properties behind the levees would have to be remapped to show they are in a floodplain. Phase 1 of the project was completed in 2016,
Phase 2 of the project to complete the re -certification documentation was completed in 2018. Phase 3 of the project is currently in progress and it consists of the permitting, design and construction of the levee
improvements required for accreditation. Phase 3 is expected to be completed in 2023. Phase 4 will consist of any post -construction mitigation measures and monitoring effort, if any is imposed onto the project.
tionaie
The city has to prepare the re -certification information for approval by FEMA in order to have the levees and flood waII re -certified and accredited by FEMA. This project is in coordination with the city's goals of economic
development, public safety and quality of life.
ESTIMATED
Tot
after
Resources:
Mitigation Fees
- -
-
-
-
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
-
-
-
- -
-
-
Grants/Contributions
343 370
320
2,570
1,020
580
70 70
-
5,343
Special Assessment District
- -
-
-
-
-
- -
-
-
System Development Charges
- -
-
-
-
-
- -
-
-
SurfacewaterCollectionFees
479 -
-
-
-
-
- -
-
479
Interest
Total Resources
822 370
320
2,570
1,020
580
701 70
1 5,822
Project Funding Status:
Secured
822 370
320
2,570
1,020
580
70 70
- 5,822
Anticipated*
-
Total Project Funding
822 370
320
2,570
1,020
580
70 70
5,822
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -169
2021/2022 Preliminary Budget
City of Renton, Washington
Heather Downs Detention Pond Retrofit Priority Number:
Maintenance and Preservation
Previously Approved
The project will retrofit a city -owned detention facility in the Heather Downs residential development to be a combined detention and wet pond stormwater facility. This stormwater facility will provide flow control and
additional basic water quality treatment to remove pollutants from streets and other pollution generating surfaces within a 30-acre drainage basin. The existing detention pond is located at the intersection of Union
Avenue SE and SE 4th Street and is in the Maplewood Creek sub basin to the Cedar River. The design of this project was partially funded by an Ecology Stormwater Financial Assistance Program grant in the amount of
$93,000 that was awarded in 2018. Construction will be partially funded by a King County Waterworks Grant that was awarded in 2017 in the amount of $70,000 and another Ecology Stormwater Financial Assistance
Program grant in the amount of $230,250. Project planning and design was completed in 2020 with construction planned for 2021.
tionale
The improved facility will remove stormwater runoff pollutants to improve water quality in the Maplewood Creek Sub basin and the Cedar River. This project supports the city's goals of promoting public safety and quality
of life.
ESTIMATED
Total Project
Jila,ft.r
Resources
Resources:
Mitigation Fees
- -
- - -
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- - -
-
- -
-
-
Grants/Contributions
78 15
70 - -
-
- -
-
163
Special Assessment District
- -
- - -
-
- -
-
-
System Development Charges
- -
- - -
-
- -
-
-
SurfacewaterCollectionFees
59 193
730 - -
-
- -
-
982
Interest
Total Resources
137 208
800
1,145
Project Funding Status:
Secured
137 208
800 - - -
- - - 1,145
Anticipated*
Total Project Funding
137 209
800
1,145
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 170
2021/2022 Preliminary Budget
City of Renton, Washington
Stormwater Facility Retrofit Study Priority Number:
Planning
Previously Approved
The purpose of the Stormwater Facility Retrofit Study is to identify, rank, and prioritize water quality treatment retrofits that can be feasibly made to the city's publicly maintained flow control facilities, mainly detention
ponds, vaults and tanks. These facilities reduce peak stormwater flows from impervious surfaces, but do not provide any runoff treatment in areas that were developed prior to implementation of water quality standards.
This study will assess all forty nine (49) flow control facilities with no treatment component that discharge untreated runoff to the nearest waterbody. The identified projects will then be evaluated, ranked and prioritized
as potential projects for future water quality treatment grants. Conceptual designs and cost estimates of the three highest -priority potential future projects will be developed for incorporation into the Surface Water
Utility's Capital Improvement Plan. This study will begin in 2020 and conclude in 2021.
This study identifles opportunities to retrofit flow control facilities with water quality treatment and hence, it ultimately aims to protect and restore water quality in the waters of the state by reducing the discharge of
untreated stormwater from existing infrastructure and development. It supports the city's goal of increasing quality of life.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
- - - -
-
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- - - -
-
-
- -
-
Grants/Contributions
- 38 150 -
-
-
- -
-
188
Special Assessment District
- - - -
-
-
- -
-
-
SystemDevelopmentCharges
- - - -
-
-
- -
-
-
SurfacewaterCollectionFees
- 38 75 -
-
-
- -
-
113
Interest
TotalResources
75 225
-
300
Project Funding Status:
Secured
Anticipated*
Total Project Funding
75 225 - - - - - - 300
75 225 300
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 171
2021/2022 Preliminary Budget
City of Renton, Washington
Burnett Ave 5 and Williams Ave S Water Quality Retrofit Project Priority Number:
Development
Previoulsy Approved
This projects adds drainage improvements and water quality retrofits to the Burnett Avenue S and Williams Avenue 5 storm water system which discharges directly to the Cedar River, a waterbody listed on the
Department of Ecology's 303(d) under multiple categories of impairment. The need, to upsize the storm system, was identified through the Downtown Utilities Improvement Project. Water quality retrofits, paired with the
drainage improvements, will provide treatment to runoff from Williams Ave 5 and Burnett Ave 5 north of S 2nd St. The design of the water quality treatment retrofits in this project is funded by a Department of Ecology
Storm Water Quality Grant. The design effort will start in 2020 and will be completed by January 2023. Subsequently, a construction grant application will be submitted to Ecology in fall 2023 and construction will take
place in 2025 if the grant application is successful.
tlonale
This project includes drainage improvements to reduce the risk of flooding and water quality retrofits to treat stormwater runoff along Williams Ave S and Wells Ave S. It supports the city's goal of protecting public safety
and increasing quality of life.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
-
-
-
- -
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
-
-
-
- -
-
- -
-
Grants/Contributions
-
20
150
108 -
-
- -
-
778
Special Assessment District
-
-
-
- -
-
- -
-
-
SystemDevelopmentCharges
-
-
-
- -
-
- -
-
-
SurfacewaterCollectionFees
2
10
75
105 -
-
- -
-
192
Interest
TotalResources
2
30
225
213 1-
470
Project Funding Status:
Secured
2 30
225
213 - -
- - - 470
Anticipated*
-
-
TotalProjectFunding
2 30
225
213
470
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 172
2021/2022 Preliminary Budget
City of Renton, Washington
172nd St and 125th Ave N Storm System Improvement Project Priority Number: 10
welopment
eviously Approved
The project includes the design and permitting of storm system improvements that include green stormwater infrastructure improvements of bio retention facilities and pervious sidewalks to provide water quality
treatment for the street stormwater runoff and flow reduction. The project is funded by a $250,000 Ecology Stormwater Financial Assistance Program grant that was awarded in 2018. The project design started in 2019
and will be completed in 2020, The city is applying for another Ecology grant to fund the construction of the proposed improvements in fall 2020. Construction will be planned once the city is notified of the outcome of
the construction grant application, but it is estimated to take place in 2024.
The project will address a street flooding problem and improve storm system conveyance capacity of existing drainage systems along 125th Avenue SE, 124th Avenue SE, 123rd Avenue SE, 122nd Avenue SE, and SE 172nd
Street. This project supports the city's goals of economic development, public safety and quality of life.
ESTIMATED
Resources:
Mitigation Fees
- -
- -
- -
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- -
- -
- -
-
-
Grants/Contributions
141 217
- -
- -
- -
-
359
Special Assessment District
- -
- -
- -
- -
-
-
SystemDevelopmentCharges
- -
- -
- -
- -
-
-
SurfacewaterCollectionFees
66 15
20 -
- 1,500
1,500 -
-
3,101
Interest
Total Resources
1
207 233
20
1,500
1 1,500
3,460
Project Funding Status:
Secured
207 233
20 -
- -
- -
- 460
Anticipated*
1,500
1,500
3,000
Total Project Funding
207 233
20
2,500
1,500
3,460
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -173
2021/2022 Preliminary Budget
City of Renton, Washington
23rd Street Drainage and Fish Passage Improvements Priority Number:
mtenance and Preservatiion
v Request
Panther Creek flows into the SW 23rd St channel prior to connecting into Springbrook Creek. The hydraulic capacity of this channel is reduced due to vegetation growth and due to culverts set below the grade of the
channel at East Valley Road and Lind Ave SW. The invert elevations of the culverts create a submerged condition which impairs both flow and fish passage. Channel improvements are needed along with culvert
replacements to ensure adequate hydraulic connectivity along Panther Creek from SR-167 to Springbrook Creek. Furthermore, WSDOT approached the City in 2020 with a proposal to connect Rolling Hills Creek to the
Panther Creek channel at SW 23rd St, to meet their fish passage injunction obligation by 2030. Connecting Rolling Hills Creek into the SW 23rd St channel would require further upsizing of the culverts and further channel
improvements. The Utility will collaborate with WSDOT on this project. Planning and hydraulic modeling would be completed by 2023, and design would be completed by 2025, with construction to follow in 2026. The
funding programmed for the project is only the Utility's estimated share of the overall project cost.
tionale
This project presents an opportunity to partner with WSDOT and share the cost of hydraulic and fish passage improvements to Panther Creek, which would benefit both the City and the State of Washington. It supports
the city's goals of protecting public safety and increasing quality of life, and it promotes interagency cooperation.
ESTIMATED
If.
Total Project
Resources
Resources:
Mitigation Fees
-
-
-
-
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
-
-
-
-
-
-
-
-
-
Grants/Contributions
-
-
-
-
-
-
-
-
-
-
Special Assessment District
-
-
-
-
-
-
-
-
-
-
SystemDevelopmentCharges
-
-
-
-
-
-
-
-
-
-
SurfacewaterCollectionFees
-
-
350
250
150
20
510
500
-
1,780
Interest
TotalResources
350 1
250
150
20 1
510 1
Soo 1
1,780
Project Funding Status:
Secured - -
350
250
-
-
-
-
- 600
Anticipated*
-
150
20
510
500
1,180
Total Project Funding
350
250
150
20
530
Soo
1,780
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 174
2021/2022 Preliminary Budget
City of Renton, Washington
Maplewood Creek Sedimentation Facility Maintenance Priority Number: 12
Maintenance and Preservation
Previously Approved
-he Maplewood Creek Sedimentation Facility is located on the Maplewood Golf Course and traps sediment that is transported downstream by Maplewood Creek. The facility prevents the sediment from being deposited
m the golf course during large storms and reduces flooding of the golf course and SR-169. The funding is programmed for project management, permitting, and construction to routinely remove the accumulated
ediment from the facility. The facility was constructed in 1996 in conjunction with a fish passage channel across the Maplewood Golf Course to the Cedar River. A fish ladder was constructed as part of the facility to allow
rpstream fish passage. The accumulated sediment in the facility needs to be removed on a yearly basis, depending upon flood events and the rate of sediment accumulation in the facility.
'he sediment will be removed from the facility in the summer of 2020 and annually thereafter, as needed. This project supports the city's goals of promoting public safety and quality of life.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- -
- -
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- -
-
-
-
-
-
Grants/Contributions
21 -
- -
-
-
-
-
-
21
Special Assessment District
- -
- -
-
-
-
-
-
-
System Development Charges
- -
- -
-
-
-
-
-
-
Surfacewater Collection Fees
532 95
95 95
95
100
100
100
-
1,212
Interest
Total Resources
553 95
95 95
95
1 100
1 100 1
100 1
1,233
Project Funding Status:
Secured
553 95
95 95
-
-
-
-
- 838
Anticipated*
95
100
100
100
395
Total Project Funding
553 95
95 95
95
100
100
100
1,233
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 175
2021/2022 Preliminary Budget
City of Renton, Washington
Madsen Creek Sedimentation Cleaning Priority Number: 13
Maintenance and Preservation
Previously Approved
-he Madsen Creek Sedimentation Facility was originally constructed by King County to control sediment resulting from erosion of steep slopes in the Madsen Creek ravine due to increased upstream stormwater runoff
tom new development projects. The facility is located on the New Life Church property that was annexed into the city as part of the New Life -Aqua Barn annexation (A-07-001) in June of 2008. Approximately 800 cubic
,ards of sediment has to be removed from the facility annually to control the sediment that is being deposited from the upstream area into the facility in order to maintain its proper operation. The accumulated sediment
n the facility needs to be removed on a yearly basis, depending upon flood events and the rate of sediment accumulation in the facility.
Rationale
'he maintenance of the facility is planned to be completed in the summer of 2020 and annually thereafter, as needed. This project supports the city's goals of promoting public safety and quality of life.
ESTIMATED
[Iter
Total Project
Resources
Resources:
Mitigation Fees
- - -
-
-
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
- - -
-
-
-
- - -
Grants/Contributions
- - -
-
-
-
- - -
-
Special Assessment District
- - -
-
-
-
- - -
-
SystemDevelopmentCharges
- - -
-
-
-
- - -
-
SurfacewaterCollectionFees
377 84 75
75
75
80
80 80 -
926
Interest
Total Resources
377 84 75
75
1 75
1 80
80 I 80 1
926
Project Funding Status:
Secured 377 84 75 75 - - - - - 611
Anticipated* 75 80 80 80 315
Total Project Funding 377 84 75 75 75 80 80 80 926
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -176
2021/2022 Preliminary Budget
City of Renton, Washington
Rainier Ave and Oakesdale Ave Pump Station Upgrades Priority Number: 14
Maintenance and Preservation
Previously Approved
This project consists of increasing the level of flood protection of the Rainier and Oakesdale pump stations through the addition of on -site permanent emergency generators. The Rainier Ave pump station is 50-years old
and was inherited from WSDOT but it serves a critical role of protecting Rainier Ave S from flooding along the sag point underneath the BNSF railroad crossing. Permanent emergency generators would increase the level of
protection from flooding along Rainier Ave N and Oaksdale Avenue during thunderstorm events or disasters that result in loss of power supply. This project started with site assessments and evaluation of alternatives to
site the generators and provide new control panels. Site constraints at both pump stations will likely require the city to obtain permanent easements from adjacent properties. This phase is expected to be completed in
2020. The design of the improvements is expected to be completed in 2021, and construction is anticipated in 2022.
tlonale
This program provides us with funding to upgrade critical pump stations and reduce the risk of flooding on major city arterials in a disaster event or thunderstorm. This project supports the city's goals of promoting public
safety and quality of life.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
-
-
-
- -
-
- - -
-
Bond Proceeds (Reprint Funding Src Only)
-
-
-
- -
-
- - -
-
Grants/Contributions
-
-
-
- -
-
- - -
-
Special Assessment District
-
-
-
- -
-
- - -
-
SystemDevelopmentCharges
-
-
-
- -
-
- - -
-
SurfacewaterCollectionFees
125
80
142
375 -
-
- - -
723
Interest
Total Resources
125
80
142
375
723
Project Funding Status:
Secured
125 80
142
375 - -
- - - 723
Anticipated*
Total Project Funding
125 80
142
375
723
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 177
2021/2022 Preliminary Budget
City of Renton, Washington
Springbrook Creek Wetland and Habitat Mitigation Bank Priority Number: 15
Development
Previously Approved
The project consisted of developing a wetland mitigation bank, in partnership with WSDOT, on approximately 130 total acres in the valley adjacent to Springbrook Creek. The wetland mitigation bank is an alternative to
onsite mitigation imposed onto private and public projects (city of Renton or WSDOT) for wetland impacts that require mitigation. The newly created wetlands and the enhanced existing wetlands accomplished by the
project increased flood storage, improves water quality and enhance fish and wildlife habitat associated with Springbrook Creek. A total of 43.61 wetland mitigation bank credits have been released to date out of the total
of 45 credits possible. The city's share of wetland credits in is 20.55 credits. Projects that have wetland impacts can purchase credits rather than constructing onsite mitigation. This will help streamline the local, state and
Federal permitting process associated with filling wetlands, reduces project costs and allows private developers to develop more area on their property, if it contains wetlands. This will result in higher assess property
values and create more jobs, which will benefit the city overall financially. The project construction was completed in 2009 with a following 10-year monitoring period to verify whether performance standards have been
met to allow for the release of wetland mitigation credits. Funds programmed in the budget will be used for long term maintenance to meet and maintain performance metrics.
This provides funding for the city's share of plant establishment and monitoring costs necessary to meet performance standards to allow the release of mitigation credits. This project supports the city's goals of economic
development and quality of life.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- - - - -
-
-
- -
-
Bond Proceeds (RePmt Funding Src Only)
- - - - -
-
-
- -
Grants/Contributions
22 - - - -
-
-
- -
77
Special Assessment District
- - - - -
-
-
- -
-
SystemDevelopmentCharges
- - - - -
-
-
- -
-
SurfacewaterCollectionFees
739 70 40 50 -
-
-
- -
900
Interest
TotalResources
1 762 1 70 40 1 s0 1
922
Project Funding Status:
Secured
Anticipated*
Total Project Funding
762 70 40 50 - - - - - 977
762 70 40 s0 - - - - - 922
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 178
2021/2022 Preliminary Budget
City of Renton, Washington
Stormwater Facility Fencing Project Priority Number: 16
Maintenance and Preservation
Previously Approved
his project consists of constructing fences around existing stormwater detention/retention and water quality treatment facilities that the Surface Water Utility owns and maintains. Stormwater facilities that were
onstructed with side slopes that were not steep (3:1 or flatter side slopes), were not required to have fences by previous surface water design standards. The city's surface water design standards have been updated to
equire all future constructed stormwater facilities to be fenced. Many of the stormwater facilities that are not fenced were constructed in unincorporated King County and were previously owned and maintained by the
ounty. When the city annexed these areas, the Surface Water Utility assumed ownership and maintenance of the facilities. A total of 23 stormwater facilities have been fenced since the start of this project. There are
urrently 22 stormwater facilities that still need fencing and the City expects to complete this effort within six years. This number may increase due to annexations and as the Utility takes over maintenance of stormwater
3cilities from homeowners associations as part of the stormwater facility transfer program.
his project will provide funding to install fences overtime on stormwater facilities to protect residents and to limit liability associated with these facilities being unfenced. This project supports the city's goal of promotin€
ublic safety.
ESTIMATED
[Iter
Total Project
Resources
Resources:
Mitigation Fees
- -
-
-
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
-
-
-
-
-
-
Grants/Contributions
- -
-
-
-
-
-
-
-
-
Special Assessment District
- -
-
-
-
-
-
-
-
-
SystemDevelopmentCharges
- -
-
-
-
-
-
-
-
-
SurfacewaterCollectionFees
485 5
140
140
100
100
100
100
-
1,170
Intest re
TotalResources
485 5
140
140
100
100
100
100
-
1,170
Project Funding Status:
Secured
485 5
140
140
-
-
-
-
- 770
Anticipated*
-
100
100
100
100
100
Total Project Funding
485 5
140
140
100
100
100
100
1,170
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -179
2021/2022 Preliminary Budget
City of Renton, Washington
Small Drainage Projects Program Priority Number: 17
Maintenance and Preservation
Previously Approved
This project consists of designing and constructing solutions to local flooding problems, minor storm system maintenance, and replacements that are relatively simple to construct by the city's maintenance crews or
contractors. The Surface Water Utility identifies these projects on an annual basis through problem identification, citizen complaints, and input from the maintenance section. In 2021, this program will fund the
replacement of culverts along Talbot Road S.
To provide funding for small drainage projects that will replace failing corrugated metal pipes and other storm systems, as needed. The projects selected will be in support of the city's goal of promoting public safety.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- -
-
-
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
-
-
-
-
-
-
-
Grants/Contributions
- -
-
-
-
-
-
-
-
-
Special Assessment District
- -
-
-
-
-
-
-
-
-
SystemDevelopmentCharges
- -
-
-
-
-
-
-
-
-
SurfacewaterCollectionFees
2,024 100
584
200
400
400
400
400
-
4,508
Interest
TotalResaurces
2,024 100
584
200 1
400
400
400
-
4,508
Project Funding Status:
Secured
2,024 100
584
200
-
-
-
-
- 2,908
Anticipated*
400
400
400
400
1,600
Total Project Funding
2,024 100
584
200
400
400
400
400
4,508
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 180
2021/2022 Preliminary Budget
City of Renton, Washington
Surface Water Utility GIS Priority Number: 18
Regulatory
Previously Approved
This annual program is to update our storm system inventory maps and database with new storm system infrastructure that is constructed or added by private development projects, public projects, and annexations. The
information is integrated into the city's Geographic Information System (GIS). The GIS data is used to track maintenance and inspection of public and private stormwater management systems and facilities for operation
and maintenance purposes. The data is also used to update long-range asset management programs. The updating and adding newly constructed storm systems to the Surface Water Utility GIS is a requirement of the
NPDES Phase II Municipal stormwater permit.
This annual program provides funding to maintain an accurate inventory of the city's storm systems for use by the Surface Water Utility for maintenance, planning and engineering functions, other city departments, and
the public. This program meets regulatory requirements and supports the city's goals of economic development and public safety.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
-
-
-
-
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
-
-
-
-
-
-
-
-
-
Grants/Contributions
-
-
-
-
-
-
-
-
-
-
Special Assessment District
-
-
-
-
-
-
-
-
-
-
SystemDevelopmentCharges
-
-
-
-
-
-
-
-
-
-
SurfacewaterCollectionFees
928
125
110
110
115
115
115
115
-
1,734
Interest
Total Resources
928
125
110 1
110
1 115
115
115
115
1,734
Project Funding Status:
Secured
928 125
110
110
-
-
-
-
- 1,274
Anticipated*
115
115
115
115
460
Total Project Funding
928 225
110
110
115
115
115
115
1,734
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 181
2021/2022 Preliminary Budget
City of Renton, Washington
Talbot Hill Area Mosquito Abatement Program Priority Number: 19
Regulatory
Previously Approved
he program consists of annually treating upland areas around the Panther Creek Wetlands to control mosquitoes from the wetlands in response to citizen complaints in the Talbot Hill area. This program also funds the
nnual treatment of city -owned stormwater water quality/flow control facilities in response to the West Nile Virus. It also provides additional funding in the event of a West Nile Virus outbreak occurs and more treatment:
re advised by the Department of Health.
tionale
his program provides funding for mosquito abatement in the Talbot Hill area and helps to protect the city against a West Nile Virus outbreak. This program meets regulatory requirements and supports the city's goal of
narrating public safety.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- -
- -
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- -
-
-
-
-
-
Grants/Contributions
- -
- -
-
-
-
-
-
-
Special Assessment District
- -
- -
-
-
-
-
-
-
SystemDevelopmentCharges
- -
- -
-
-
-
-
-
-
SurfacewaterCollectionFees
532 90
85 85
85
90
90
90
-
1,147
Interest
Total Resources
532 90
85 85
1 85
1 90
1 90 1
90 1
1,147
Project Funding Status:
Secured
532 90
85 85
-
-
-
-
- 792
Anticipated*
85
90
90
90
355
Total Project Funding
532 90
85 85
85
90
90
90
1,147
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 182
2021/2022 Preliminary Budget
City of Renton, Washington
CMP Storm System Replacement Program Priority Number: 20
Correcting Existing Deficiencies
Previously Approved
This program consists of assessing the condition of all corrugated metal pipes (CMP) whose diameter is 18 inches or larger, located in high risk areas (i.e. under major roads). Minor deficiencies are typically repaired
through coordination with the surface water maintenance section, while replacement projects resulting from significant structural issues (e.g. deterioration of the pipe wall, pipe collapse) require the replacement or
rehabilitation of the pipe and may require hiring a contractor. This program was driven by a failure of a CMP along Rainier Ave S in 2018, which caused a major cavity to form underneath the road, and required an
emergency repair project. This program is intended to address deficiencies in CMPs, which are more susceptible to deterioration than plastic and concrete pipes, before a catastrophic failure becomes imminent. The
Surface Water Utility is currently identifying deficiencies across its CMPs. Expenditures beyond 2023 will be estimated once the required pipe rehabilitation and replacement projects are determined and prioritized.
tionale
This program repairs and replaces corrugated metal pipes showing signs of deterioration in high risk areas to avoid catastrophic failures and emergency repairs. This project supports the city's goal of protecting public
safety.
ESTIMATED
If.
Total Project
Resources
Resources:
Mitigation Fees
-
-
-
- -
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
-
-
-
- -
-
- - -
Grants/Contributions
-
-
-
- -
-
- - -
-
Special Assessment District
-
-
-
- -
-
- - -
-
SystemDevelopmentCharges
-
-
-
- -
-
- - -
-
SurfacewaterCollectionFees
10
10
210
370 -
-
- - -
600
Interest
Total Resources
10
10
210
370
Project Funding Status:
Secured
10 10
210
370 - -
- - - 600
Anticipated*
- -
-
Total Project Funding
10 30
210
370
600
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -183
2021/2022 Preliminary Budget
City of Renton, Washington
Hardie Ave SW -SW 7th St Storm System Improvements Priority Number:
Correcting Existing Deficiencies
Previously Approved
The planning, design and permitting of the first two phases of the project, which included installing approximately 3,600 linear feet of new 60-inch storm system in SW 7th Street between Lind Avenue NE and Naches
Avenue SW has been completed. The third phase of the project includes the replacement of approximately 700 linear feet of 36 inch to 48-inch storm system, between Hardie Avenue SW to SW 7th Street, with a new 60-
inch storm system. Phase 3 project design will start in 2022 and will carry the 30%design completed in 2012 to final design. Construction is planned for 2024.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- - -
-
-
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
- - -
-
-
-
- - -
Grants/Contributions
278 - -
-
-
-
- - -
278
Special Assessment District
- - -
-
-
-
- - -
-
SystemDevelopmentCharges
- - -
-
-
-
- - -
-
SurfacewaterCollectionFees
7,193 2 -
450
1,150
135
- - -
8,930
Interest
Total Resources
7,471 2
450
1,150
135
-
9,208
Project Funding Status:
Secured
7,471 2 -
450
-
-
- - - 7,923
Anticipated*
1,150
135
1,285
Total Project Funding
7,471 2
450
1,150
135
9,208
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 184
2021/2022 Preliminary Budget
City of Renton, Washington
NE Sunset Blvd & Union Ave NE Storm System Improvements Priority Number:
Correcting Existing Deficiencies
Previously Approved
Sections of Honey Creek between Union Avenue NE and Duvall Avenue NE contains an old, closed pipe system that has insufficient capacity and is located in parking lots, under buildings, and across public right-of-ways.
Land use changes in the upstream basin area have increased surface water runoff and could cause flooding due to the lack of capacity in the piped sections. Due to the age of the piped section, the structural condition of
the storm system is unknown. This project will consist of developing an accurate base map of the storm system location; inspecting its structural condition; developing a basin hydrologic and hydraulic model to perform
capacity analysis of the existing system; and developing conceptual design solutions. The selected conceptual design solution will be used for the final design, permitting, and construction of the storm system
improvements. The improved conveyance system will have sufficient capacity to convey future land use condition runoff and meet city capacity design standards to help prevent flooding and the structural failure of the
storm system.
The project will help protect businesses, residential
areas and important transportation corridors
(SR-900) from flooding. This project
is in coordination with the city's goals of economic development and promoting public
safety.
ESTIMATED
If.
Total Project
Resources
Resources:
Mitigation Fees
-
- - - -
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
-
- - - -
-
-
-
-
Grants/Contributions
-
- - - -
-
-
-
-
-
Special Assessment District
-
- - - -
-
-
-
-
-
SystemDevelopmentCharges
-
- - - -
-
-
-
-
-
SurfacewaterCollectionFees
-
- - - -
350
250
1,650
-
2,250
Interest
Total Resources
350
250
1,650
2,250
Project Funding Status:
Secured - - - - -
-
-
-
- -
Anticipated*
350
250
1,650
2,250
Total Project Funding
350
250
1,650
2,250
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 185
2021/2022 Preliminary Budget
City of Renton, Washington
SW 43rd Street/Lind Ave SW Storm System Improvements
Correcting Existing Deficiencies
Previously Approved
Priority Number:
The project includes constructing approximately 3,500 feet of a new 84-inch diameter storm system along Lind Avenue SW, from SW 43rd Street to SW 39th Street, and then along SW 39th Street from Lind Avenue to a
new outfall into Springbrook Creek. The estimated total project cost is $4 million. Project design and permitting is programmed to start in 2024 with construction planned for 2026.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
-
- - -
-
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
-
- - -
-
-
- -
-
Grants/Contributions
-
- - -
-
-
- -
-
-
Special Assessment District
-
- - -
-
-
- -
-
-
SystemDevelopmentCharges
-
- - -
-
-
- -
-
-
SurfacewaterCollectionFees
-
- - -
-
300
500 3,200
-
4,000
Interest
TotalResources
300
500 3,200
-
4,000
Project Funding Status:
Secured - - - - - - - - - -
Anticipated* 300 Soo 3,200 4,000
Total Project Funding - - - - - 300 Soo 3,200 - 4,000
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -186
2021/2022 Preliminary Budget
City of Renton, Washington
East Valley Road Storm System Improvements Priority Number:
Correcting Existing Deficiencies
Previously Approved
The project includes replacing the existing storm system along the East Valley Road between SW 29th Street and SW 23rd Street with a new 48-inch storm system. The new storm system will discharge into the SW 23rd
Street channel, which flows to Springbrook Creek. The project schedule and improvements may change depending upon the schedule and scope of improvements planned by WSDOT and the city as part of the SW 23rd
Street Drainage and Fish Passage Improvements.
ESTIMATED
[fter
Total Project
Resources
Resources:
Mitigation Fees
-
- - - -
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
-
- - - -
-
-
-
-
Grants/Contributions
-
- - - -
-
-
-
-
-
Special Assessment District
-
- - - -
-
-
-
-
-
SystemDevelopmentCharges
-
- - - -
-
-
-
-
-
SurfacewaterCollectionFees
-
- - - -
-
400
150
-
550
Interest
TotalResources
400
ISO
-
550
Project Funding Status:
Secured - - - - -
- -
-
- -
Anticipated*
400
150
550
Total Project Funding
400
ISO
550
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 187
2021/2022 Preliminary Budget
City of Renton, Washington
Surface Water Utility System Plan Priority Number: 25
Regulatory
Previously Approved
The Surface Water Utility System Master Plan is a comprehensive management plan of the citys natural and constructed surface water systems. The plan identifies current and future resource requirements, policies,
regulatory requirements, and design criteria associated with the management of surface water runoff within the city. The plan defines maintenance and operational programs along with future capital investment
programs needed to solve flooding, water quality, and fish habitat problems in response to existing problems, future growth, and regulatory requirements related to the NPDES Phase II Permit and the Endangered Species
Act. A draft Surface Water Utility System Master Plan is being prepared for review and approval by Renton City Council in 2020. Future funding is anticipated in 2025 to update this plan after the issuance of the 2024
National Pollutant Discharge Elimination System (NPDES) permit which is expected to create a new set of challenges for the Surface Water Utility.
This plan update is a regulatory requirement as well as a guiding document for the Surface Water Utility. This plan supports the city's goals of economic development, public safety, and quality of life.
ESTIMATED
Total Project
fter
Resources
Resources:
Mitigation Fees
- - - - -
-
-
- -
-
Bond Proceeds (RePmt Funding Src Only)
- - - - -
-
-
- -
Grants/Contributions
- - - - -
-
-
- -
-
Special Assessment District
- - - - -
-
-
- -
-
SystemDevelopmentCharges
- - - - -
-
-
- -
-
SurfacewaterCollectionFees
298 172 - - -
-
120
- -
590
Interest
TotalResources
298 172
120
-
590
Project Funding Status:
Secured
298 172 - - -
- -
- - 470
Anticipated*
120
120
Total Project Funding
298 172
120
590
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 - 188
2021/2022 Preliminary Budget
City of Renton, Washington
Ginger Creek/Cascade Park Basin Plan Priority Number:
Planning
Previously Approved
Ginger Creek is a tributary to the Cedar River, but sections of the stream have been placed in large pipes sections (72-inch CMP) that are old and located in Tiffany Park, Cascade Park and residential neighborhoods. The
existing pipe system has surcharged during significant storm events causing flooding in Cascade Park. After the city annexed the Benson Hill area, the pipe systems and open channel were maintained to reduce sediment
buildup between SE 160th Street and the Cedar River Pipeline ROW, which has reduced the occurrence of flooding. However, the project is needed to evaluate conditions of the existing pipes sections due to their age and
the capacity of the existing conveyance system. The basin plan will involve a complete hydrologic and hydraulic analysis of the basin for future land use runoff conditions and the evaluation of the conveyance system
conditions to identify long-term capital investment needs to prevent future flooding and to protect public safety. In addition, the basin plan will evaluate opportunities for incorporating environmental and other multi-
purpose benefits.
This provides funding for a study to determine the primary cause of the problem, evaluate alternative solutions and develop a design of the preferred solution. This project supports the city's goal of promoting public
safety.
ESTIMATED
If.
Total Project
Resources
Resources:
Mitigation Fees
-
- - - -
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
-
- - - -
-
- - -
Grants/Contributions
-
- - - -
-
- - -
-
Special Assessment District
-
- - - -
-
- - -
-
SystemDevelopmentCharges
-
- - - -
-
- - -
-
SurfacewaterCollectionFees
-
- - - -
350
- - -
350
Interest
TotalResources
350
-
350
Project Funding Status:
Secured - - - - -
-
- - - -
Anticipated*
350
350
Total Project Funding
350
350
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -189
2021/2022 Preliminary Budget
City of Renton, Washington
Cedar River Flood Risk Reduction Feasibility Study Priority Number: 27
Planning
Previously Funded
The Lower Cedar River Flood Risk Reduction Feasibility Study intends to assess the feasibility of improving the level of flood protection and evaluate future flood risk mitigation projects along the Cedar River from River
Mile 0 to River Mile 2.7. This feasibility study would identify potential measures or construction projects that would increase resiliency to floods greater than the 100-year event and identify the most feasible level of flood
protection that could be achieved along this reach of the Cedar River, a critical area of development and economic activity within King County. The King County Flood Control Zone District (KCFCZD) placed the Feasibility
Study on its 6-year Capital Improvement Project funding plan in 2018 and a funding agreement was executed with the City in April 2020. This study is expected to begin in 2020 and be completed by 2023.
tionale
This study evaluates the feasibility of increasing the level of flood protection along the Lower Cedar River, and reducing the risk of flooding to the surrounding area in Renton. It supports the city's goal of protecting public
safety.
ESTIMATED
Total Project
after
Resources
Resources:
Mitigation Fees
-
- - -
-
-
- -
-
-
Bond Proceeds (RePmt Funding Src Only)
-
- - -
-
-
- -
-
Grants/Contributions
-
15 210 210
65
-
- -
-
500
Special Assessment District
-
- - -
-
-
- -
-
-
SystemDevelopmentCharges
-
- - -
-
-
- -
-
-
SurfacewaterCollectionFees
-
- - -
-
-
- -
-
Interest
TotalResources
15 210 210
65
Project Funding Status:
Secured
Anticipated*
Total Project Funding
15 210 210 65 - - - - 500
15 210 210 65 500
*Expenditures utilizing anticipated funding are not included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -190
2021/2022 Preliminary Budget
City of Renton, Washington
WSDOT Limited Access ROW Runoff Impact Mitigation Program Priority Number: 28
Regulatory
Previously Approved
The city currently charges surface water fees to WSDOT for the SR-167 and 1-405 right of way within Renton city limits. RCW 90.03.525 allows local municipalities to charge stormwater fees for state limited access
highways and was modified when Senate bill 5505 was passed in 2019. The bill clarified the objectives of the Stormwater Management Funding and Implementation Program for highway related runoff problems and
required charges paid by the state to local jurisdictions to be used solely for stormwater control facilities that directly reduce state highway runoff impacts or implementation of best management practices that will reduce
the need for such facilities. A plan and progress report are required to be submitted annually so that WSDOT pays their stormwater fee to the City. This program consists of studies and improvements to city facilities
downstream of limited access right-of-way implemented to remain in compliance with RCW 90.03.525.
banal,
This program enables the city to keep collecting surface water fees from WSDOT for limited access right of way, and prioritizes improvements beneficial to both the City and WSDOT. It supports the city's goals of public
safety and quality of life.
ESTIMATED
If.
Total Project
Resources
Resources:
Mitigation Fees
-
-
-
- -
-
- - -
-
Bond Proceeds (RePmt Funding Src Only)
-
-
-
- -
-
- - -
Grants/Contributions
-
-
-
- -
-
- - -
-
Special Assessment District
-
-
-
- -
-
- - -
-
SystemDevelopmentCharges
-
-
-
- -
-
- - -
-
SurfacewaterCollectionFees
-
96
96
96 -
-
- - -
289
Interest
Total Resources
96
96
96
-
289
Project Funding Status:
Secured
- 96
96
96 - -
- - - 289
Anticipated*
-
Total Project Funding
96
96
96
289
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -191
2021/2022 Preliminary Budget
City of Renton, Washington
Miscellaneous/Emergency Storm Projects Priority Number: 29
Maintenance and Preservation
Previously Approved
his fund is for unplanned or miscellaneous storm system improvements needed to keep the existing system functional or in response to an opportunity to fix identified system deficiencies in coordination with another
roject. The funding is also available to respond to system failures (structure failure, pipeline failure, pump station failure) or other emergency response needs during storm events.
hese funds are used for unplanned projects in response to system failures that need immediate repair or other unplanned storm system improvements, as needed. The projects selected will be in support of the city's
oal of promoting public safety.
ESTIMATED
�.r
Total Project
Resources
Resources:
Mitigation Fees
- -
- -
-
-
-
-
-
-
Bond Proceeds (RePmt Funding Src Only)
- -
- -
-
-
-
-
-
-
Grants/Contributions
- -
- -
-
-
-
-
-
-
Special Assessment District
- -
- -
-
-
-
-
-
-
System Development Charges
177 -
- -
-
-
-
-
-
177
Surfacewater Collection Fees
- 50
50 50
50
50
50
50
-
350
Interest
-
-
Total Resources
177 50 I
5o SO
I s0
I So
50
50 1
527
Project Funding Status:
Secured
177 50
50 50
-
-
-
-
- 327
Anticipated*
-
So
50
So
SO
200
Total Project Funding
177 50
50 50
50
50
50
So
S27
*Expenditures utilizing anticipated funding are not
included in the adopted budget.
Operating Fund Impacts
Capital Investment Program - Surface Water 5 -192